{"id":1791,"date":"2020-07-03T19:18:18","date_gmt":"2020-07-03T11:18:18","guid":{"rendered":"https:\/\/www.fst.um.edu.mo\/personal\/?page_id=1791"},"modified":"2025-09-02T19:20:05","modified_gmt":"2025-09-02T11:20:05","slug":"achievement","status":"publish","type":"page","link":"https:\/\/www.fst.um.edu.mo\/personal\/wanhuanzhou\/achievement\/","title":{"rendered":"Achievement"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"1791\" class=\"elementor elementor-1791\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section data-particle_enable=\"false\" data-particle-mobile-disabled=\"false\" class=\"elementor-section elementor-top-section elementor-element elementor-element-7c13af7 elementor-section-stretched elementor-section-height-min-height elementor-section-boxed elementor-section-height-default elementor-section-items-middle\" data-id=\"7c13af7\" data-element_type=\"section\" data-settings=\"{&quot;stretch_section&quot;:&quot;section-stretched&quot;,&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-no\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-33 elementor-top-column elementor-element elementor-element-b9c6484\" data-id=\"b9c6484\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-257f2bc elementor-widget elementor-widget-image\" data-id=\"257f2bc\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img fetchpriority=\"high\" decoding=\"async\" width=\"1024\" height=\"301\" src=\"https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/UM-logo.png\" class=\"attachment-full size-full wp-image-1706\" alt=\"\" srcset=\"https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/UM-logo.png 1024w, https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/UM-logo-300x88.png 300w, https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/UM-logo-768x226.png 768w\" sizes=\"(max-width: 34.9rem) calc(100vw - 2rem), (max-width: 53rem) calc(8 * (100vw \/ 12)), (min-width: 53rem) calc(6 * (100vw \/ 12)), 100vw\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-33 elementor-top-column elementor-element elementor-element-9853260\" data-id=\"9853260\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-826c0c7 elementor-widget elementor-widget-image\" data-id=\"826c0c7\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" width=\"501\" height=\"120\" src=\"https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/FST-logo.png\" class=\"attachment-full size-full wp-image-1704\" alt=\"\" srcset=\"https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/FST-logo.png 501w, https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/FST-logo-300x72.png 300w\" sizes=\"(max-width: 34.9rem) calc(100vw - 2rem), (max-width: 53rem) calc(8 * (100vw \/ 12)), (min-width: 53rem) calc(6 * (100vw \/ 12)), 100vw\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-33 elementor-top-column elementor-element elementor-element-1b14e00\" data-id=\"1b14e00\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-142a151 elementor-widget elementor-widget-image\" data-id=\"142a151\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" width=\"834\" height=\"120\" src=\"https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/SKLIOTSC-Logo.png\" class=\"attachment-full size-full wp-image-1705\" alt=\"\" srcset=\"https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/SKLIOTSC-Logo.png 834w, https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/SKLIOTSC-Logo-300x43.png 300w, https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/SKLIOTSC-Logo-768x111.png 768w\" sizes=\"(max-width: 34.9rem) calc(100vw - 2rem), (max-width: 53rem) calc(8 * (100vw \/ 12)), (min-width: 53rem) calc(6 * (100vw \/ 12)), 100vw\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section data-particle_enable=\"false\" data-particle-mobile-disabled=\"false\" class=\"elementor-section elementor-top-section elementor-element elementor-element-617a00e elementor-section-content-space-between elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"617a00e\" data-element_type=\"section\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;,&quot;animation&quot;:&quot;none&quot;}\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-no\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-a1b2bb8\" data-id=\"a1b2bb8\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap\">\n\t\t\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-1c7391b\" data-id=\"1c7391b\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-2a0b27c elementor-icon-list--layout-inline elementor-align-right elementor-hidden-phone elementor-list-item-link-full_width elementor-widget elementor-widget-icon-list\" data-id=\"2a0b27c\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<ul class=\"elementor-icon-list-items elementor-inline-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item elementor-inline-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.fst.um.edu.mo\/personal\/wanhuanzhou\/\">\n\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">Home<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item elementor-inline-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.fst.um.edu.mo\/personal\/wanhuanzhou\/biography\/\">\n\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">Biography<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item elementor-inline-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.fst.um.edu.mo\/personal\/wanhuanzhou\/research\/\">\n\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">Research<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item elementor-inline-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.fst.um.edu.mo\/personal\/wanhuanzhou\/achievement\/\">\n\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">achievement<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item elementor-inline-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.fst.um.edu.mo\/personal\/wanhuanzhou\/group\/\">\n\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">Group<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item elementor-inline-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.fst.um.edu.mo\/personal\/wanhuanzhou\/misc\/\">\n\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">Misc<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-2585e26 elementor-align-right elementor-mobile-align-center elementor-hidden-desktop elementor-icon-list--layout-traditional elementor-list-item-link-full_width elementor-widget elementor-widget-icon-list\" data-id=\"2585e26\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.fst.um.edu.mo\/personal\/wanhuanzhou\/\">\n\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">Home<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.fst.um.edu.mo\/personal\/wanhuanzhou\/biography\/\">\n\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">Biography<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.fst.um.edu.mo\/personal\/wanhuanzhou\/research\/\">\n\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">Research<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.fst.um.edu.mo\/personal\/wanhuanzhou\/achievement\/\">\n\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">achievement<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.fst.um.edu.mo\/personal\/wanhuanzhou\/group\/\">\n\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">Group<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">Misc<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section data-particle_enable=\"false\" data-particle-mobile-disabled=\"false\" class=\"elementor-section elementor-top-section elementor-element elementor-element-f8f4a09 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"f8f4a09\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-b8d5e99\" data-id=\"b8d5e99\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-98b6195 elementor-widget elementor-widget-heading\" data-id=\"98b6195\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Achievement<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ee3574b elementor-widget elementor-widget-text-editor\" data-id=\"ee3574b\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><span style=\"color: #000000;font-size: 18pt\">Word TOP 2% Scientists in Civil Engineering (2022, 2023 and 2024)<\/span><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-37a9c40 elementor-widget elementor-widget-heading\" data-id=\"37a9c40\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Fundings<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b23953e elementor-widget elementor-widget-text-editor\" data-id=\"b23953e\" data-element_type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<div style=\"text-indent: -28px\"><b>\u00a0<\/b><\/div><ul><li><span style=\"font-weight: bolder\">Principal Investigator<\/span>: \u201cDevelopment and Application of Digital Base of Underground Space in High Density Cities\u201d,\u00a0 Science and Technology Development Fund (FDCT), Macau SAR.Grant No.: 0082\/2024\/RIB2, Duration:09\/05\/2025-08\/09\/2028, Status: Ongoingg.<\/li><li><span style=\"font-weight: bolder\">Principal Investigator<\/span>: \u201cResearch on Mechanism and Prediction of Deeply Buried Coastal Water Tunnels Deterioration and Leakage Based on Multivariate Sensing and Physics-informed Data-driven Approach\u201d,\u00a0 Science and Technology Development Fund (FDCT), Macau SAR. Grant No.: 0014\/2024\/AFJ, Duration: 31\/10\/2024-30\/10\/2027, Status: Ongoing.<\/li><li><span style=\"font-weight: bolder\">UM Principal Investigator:<\/span> \u201cSettlement modeling of HZMB tunnel based on PIML algorithm under complex loading\u201d.\u00a0Grant No.:\u00a0MYRG-GRG2024-00200-FST-UMDF, Duration: 01\/01\/2025 -31\/12\/2026, Status: Ongoing.<\/li><li><strong>UM Principal Investigator:<\/strong> \u201cModern numerical methods for high-fidelity simulation of geohazards (MONUGEO)\u201d, EUROPEAN RESEARCH EXECUTIVE AGENCY (REA), European. Grant No.: 0101182721, Duration: 01\/01\/2025-31\/12\/2029, Status: Ongoing.<\/li><li><span style=\"font-weight: bolder\">Principal Investigator<\/span>: \u201cLong-term deformation of shield tunnels crossing land-sea transitional zones and development of an intelligent health monitoring platform\u201d,\u00a0 Science and Technology Development Fund (FDCT), Macau SAR. Grant No.: 0056\/2023\/RIB2, Duration: 16\/01\/2024-15\/01\/2027, Ongoing.<\/li><li><span style=\"font-weight: bolder\">Principal Investigator<\/span>: \u201cIntelligent safety monitoring and emergency management of major cross-sea traffic cluster projects\u201d, Department of Science and Technology of Guangdong Province. Grant No.: 2019B111106001, Duration: 01\/01\/2023-31\/12\/2024,\u00a0 Ongoing.<\/li><li><strong>Principal Investigator<\/strong>: \u201cHigh-performance sensing and monitoring technology and platform for safe operation of urban underground pipelines\u201d, Department of Science and Technology of Guangdong Province. Grant No.: 2022A0505030019, Duration: 01\/09\/2022-31\/08\/2025,\u00a0 Ongoing.<\/li><li><strong>Principal Investigator<\/strong>: \u201cSafety monitoring\uff0cSmart IOT technology, Instrument and equipment\uff0cand Industrialization for Urban Infrastructure\u201d,\u00a0 Hong Kong-Zhuhai-Macao Bridge Authority. University of Macau-Huafa Group Joint Laboratory Duration: 16\/03\/2023-15\/03\/2025, Ongoing. <span style=\"font-family: verdana, geneva, sans-serif\"><span style=\"font-size: 12pt\">\u00a0<\/span><\/span><\/li><li><strong>Principal Investigator<\/strong>: \u201cResearch and Development of Advanced Optical Fiber Sensing Technology for Marine Environment\u201d,\u00a0 the Hong Kong University of Science and Technology. Grant No.: <span style=\"font-family: Times New Roman\">CORE<\/span>, Duration: 01\/04\/2022-31\/03\/2023, Completed.<\/li><li><strong>Principal Investigator<\/strong>: \u201cKey technologies for the development of an intelligent platform for safety operation of urban underground rail transportation and pilot applications\u201d, Science and Technology Development Fund (FDCT) of Macau SAR and the Guangdong Provincial Department of Science and Technology. Grant No.: FDCT\/0057\/2020\/AGJ, Duration: 01\/03\/2021-28\/02\/2023, Completed.<\/li><li><strong>Principal Investigator<\/strong>: \u201cSeepage and durability of deep buried immersed tunnel in marine backfill and water environment\u201d, Science and Technology Development Fund (FDCT) of Macau SAR and the National Natural Science Foundation of China (NSFC). Grant No.: FDCT\/0026\/2020\/AFJ, Duration: 01\/09\/2020-31\/08\/2023, Completed.<\/li><li><strong>Principal Investigator<\/strong>: \u201cIntelligent safety monitoring and emergency management of major cross-sea traffic cluster projects\u201d, the Guangdong Provincial Department of Science and Technology. Grant No.: 2019B111106001, Duration: 01\/2020-12\/2022, Completed.<\/li><li><strong>Principal Investigator at UM<\/strong>: \u201cIntegrated application of intelligent operation and maintenance technology for Hong Kong-Zhuhai-Macao Bridge\u201d, the Ministry of Science and Technology. Grant No.: 2019YFB1600700, Duration: 01\/12\/2019-30\/11\/2022, Completed.<\/li><li><strong>Principal Investigator<\/strong>: \u201cStudy of face stability technology for slurry shield tunneling\u201d, Science and Technology Development Fund (FDCT) of Macau SAR. Grant No.: FDCT\/0035\/2019\/A1, Duration: 17\/09\/2019-16\/09\/2022, Completed.<\/li><\/ul><ul><li><b>Principal Investigator<\/b>: \u201cCharacteristics and micro-mechanism of the shearing behavior between silty sand and 3D complex rough interfaces\u201d, Science and Technology Development Fund (FDCT) of Macau SAR. Grant No.: FDCT\/193\/2017\/A3, Duration: 25\/05\/2018-24\/05\/2021, Completed.<\/li><li><span style=\"font-weight: bold;letter-spacing: -0.27px\">Principal Investigator<\/span>: \u201cModeling the Shearing Behavior of Soil-Structural Interface with Micromechanics Approach\u201d, Science and Technology Development Fund (FDCT) of Macau SAR. Grant No.: FDCT\/125\/2014\/A3, Duration: 18\/06\/2015-17\/06\/2018, Completed.<\/li><li><span style=\"font-weight: bold;letter-spacing: -0.27px\">Principal Investigator<\/span>: \u201cThe Load Transfer and Deformation Mechanism of Geosynthetic Reinforced Pile Supported Embankment\u201d, Science and Technology Development Fund (FDCT) of Macau SAR. Grant No.: FDCT\/011\/2013\/A1, Duration: 03\/10\/2013-02\/10\/2016, Completed.<\/li><li>\u9879\u76ee\u8d1f\u8d23\u4eba, \u201c\u7c89\u7802-\u7ed3\u6784\u754c\u9762\u7684\u526a\u5207\u7279\u6027\u53ca\u591a\u5c3a\u5ea6\u672c\u6784\u5173\u7cfb\u201d,\u9752\u5e74\u79d1\u5b66\u57fa\u91d1\u9879\u76ee(NSFC), \u73e0\u6d77\u6fb3\u5927\u79d1\u6280\u7814\u7a76\u9662, \u9879\u76ee\u7f16\u53f7: 51508585, \u65f6\u95f4: 2016.01.01-2018.12.31, \u5df2\u7ed3\u9898.<\/li><li><span style=\"font-weight: bold;letter-spacing: -0.27px\">Principal Investigator<\/span>: \u201cIntelligent monitoring for assessment of soil properties in soil-vegetation-atmosphere continuum\u201d, Research Committee of University of Macau. Grant No.: MYRG2018-00173-FST, Duration: 01\/01\/2019-31\/12\/2021, Completed.<\/li><li><span style=\"font-weight: bold;letter-spacing: -0.27px\">Principal Investigator<\/span>: \u201cMulti-scale modeling on the shearing behavior of soil-structural interface\u201d, Research Committee of University of Macau. Grant No.: MYRG2017-00198-FST, Duration: 01\/01\/2018-31\/12\/2020, Completed.<\/li><li><span style=\"font-weight: bold;letter-spacing: -0.27px\">Principal Investigator<\/span>: \u201cField Monitoring and Numerical Investigation on Ground Settlements Induced by Root Water Uptake of Vegetation\u201d, Research Committee of University of Macau. Grant No.: MYRG2015-00112-FST, Duration: June 2014 \u2013 May 2017, Completed.<\/li><li><span style=\"font-weight: bold;letter-spacing: -0.27px\">Principal Investigator<\/span>: \u201cA Real-time Monitoring and Safety Warning System for Ground Excavation based on Optical Fiber Sensing Technology\u201d, Research Committee of University of Macau. Grant No.: MYRG2014-00175-FST, Duration: June 2014 \u2013 May 2017, Completed.<\/li><li><span style=\"font-weight: bold;letter-spacing: -0.27px\">Principal Investigator<\/span>: \u201cMechanical Behavior of Soil-Structure Interface in Unsaturated Soils\u201d, Research Committee of University of Macau. Grant No.: MYRG067(Y1-L2)-FST12-ZWH, Duration: June 2012 \u2013 May 2015, Completed.<\/li><li><span style=\"font-weight: bold;letter-spacing: -0.27px\">Principal Investigator<\/span>: \u201cHydraulic Conductivity and Correlations of Completely Decomposed Granite Soil\u201d, Research Committee of University of Macau. Grant No.: MYRG189(Y1-L3)-FST11-ZWH, Duration: June 2011 \u2013 May 2014, Completed.<\/li><li><span style=\"font-weight: bold;letter-spacing: -0.27px\">Principal Investigator<\/span>: \u201cStudy on the Post-installation Stress of Grouted Soil Nails\u201d, Research Committee of University of Macau. Grant No.: SRF014\/09-10S\/ZWH\/FST, Duration: January 2010 \u2013 June 2011, Completed.4<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3e3b905 elementor-widget elementor-widget-heading\" data-id=\"3e3b905\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Publications<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a4a4240 elementor-widget elementor-widget-text-editor\" data-id=\"a4a4240\" data-element_type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><span style=\"font-weight: bolder\">2025<\/span><\/p><p>154. <u>Jing, J.H., <\/u><strong>Zhou, W. H.<\/strong> (2025). Advanced optical fiber sensors for measuring seawater salinity and pressure. 29th International Conference on Optical Fiber Sensors\u00a0[C], 1129-1132.<\/p><p>153. <u>He, S. Y.<\/u> , Tang, C. , Pan, M. , &amp; <strong>Zhou, W. H.<\/strong> (2025). Settlement-based triple factor framework for long-term safety assessment of immersed tunnel [J]. Tunnelling and Underground Space Technology, 2025, 162, 106597. DOI:10.1016\/j.tust.2025.106597.<\/p><p>152. Li, X., <strong>Zhou, W. H.<\/strong>, Liu, J., &amp; Wang, C. (2025). Elastic-plastic response and particle breakage in marine coral sand: Roles of fines and density state.\u00a0<em>Ocean Engineering<\/em>, 323, 120499.<\/p><p>151. Li, Y., Ding, C., Yu, H. L., Zhou, W. H., Peng, S. G. (2025). Quantitative evaluation of life loss induced by embankment failure with the impact of riverbed deformation. International Journal of Disaster Risk Reduction, 120, 105390.<\/p><p>150. Y<u>an, W.<\/u>, Yang, C. Y., Shen, P.,<strong> Zhou, W. H<\/strong>. (2025). Efficient probabilistic tunning of large geological model (LGM) for underground digital twin. Engineering Geology, 350, 107996<\/p><p>140.Y<u>an, W.<\/u>, Yi, S. Y., Huang, T. S., Zou, J., Zhou, W. H., Shen, P. (2025). Geophysics-informed stratigraphic modeling using spatial sequential Bayesian updating algorithm. Journal of Rock Mechanics and Geotechnical Engineering, 17, 4400- 4412.<\/p><p><strong>\u00a0<\/strong><strong>2024<\/strong><\/p><p>139. <u>Yan, W.<\/u>, Xu, W. M., Huang, T. S., Shen, P., Zhou, W. H. (2024). High-temporal-resolution ERT characterization for vegetation effects on soil hydrological response under wet-dry cycles. Biogeotechnics, 100155.<\/p><p>138. <u>Huang, H.<\/u>, Zhou, W. H., Qin, S., &amp; Bezuijen, A. (2024). A simple model incorporating foam rheology to quantify foam penetration behaviour in EPB shield tunnelling. Transportation Geotechnics, 49, 101380.<\/p><p>137. Li, X., Zhou, W. H., &amp; Liu, J. K. (2024). Stress-dilatancy behavior of marine coral sand incorporating non-plastic fines, Engineering Geology, 324, 107764.<\/p><p>136. <u>Huang, H.<\/u>, Zhou, W. H. Foam Penetration Behavior in EPB Shield Tunneling: Insights from Model Experiments[C]. International Conference on Transportation Geotechnics. Singapore: Springer Nature Singapore, 2024: 103-111.<\/p><p>135.\u00a0<span style=\"font-weight: var( --e-global-typography-text-font-weight )\">Li, X., <\/span><strong>Zhou, W. H.<\/strong><span style=\"font-weight: var( --e-global-typography-text-font-weight )\">, &amp;Wang, C. Particle Breakage Prediction of Coral Sand Using Machine Learning Method[C]. International Conference on Transportation Geotechnics. Singapore: Springer Nature Singapore, 2024: 247-256.<\/span><\/p><p>134.\u00a0<span style=\"font-weight: var( --e-global-typography-text-font-weight )\">Wu, W.P., Kannangara, K.K.P.M. &amp; <\/span><strong>Zhou, W.H.<\/strong><span style=\"font-weight: var( --e-global-typography-text-font-weight )\"> (2024). Investigation of small-strain shear modulus of marine sediment treated with different flocculants. Discov Civ Eng 1, 92.<\/span><\/p><p>133.\u00a0Kannangara, K.K.P.M., Su, L.J. &amp; <strong>Zhou, W.H.<\/strong> (2024). Analysis of post-ground settlement induced during twin tunnelling in silty sand. Tunnelling and Underground Space Technology 152, 105949.<\/p><p><span data-contrast=\"auto\">132. Yan, W., Guan, Z., <strong>Zhou, W.H.<\/strong> &amp; Shen, P. (2024). A flexible and efficient model coupling multi-type data for 2D\/3D stratigraphic modeling. Bulletin of Engineering Geology and the Environment 83 (5), 1-18.<\/span><\/p><p><span data-contrast=\"auto\">131.\u00a0<\/span><span style=\"font-weight: var( --e-global-typography-text-font-weight )\">Huang, H., Sun, Q., Xu, T. &amp; Zhou, W.H. (2024). Mechanism analysis of foam penetration in EPB shield tunnelling with a focus on FER and soil particle size. Underground Space 17, 170-187<\/span><\/p><p><span data-contrast=\"auto\">130.\u00a0<\/span><u style=\"font-weight: var( --e-global-typography-text-font-weight )\">Jing<\/u><u style=\"font-weight: var( --e-global-typography-text-font-weight )\">, <\/u><u style=\"font-weight: var( --e-global-typography-text-font-weight )\">J<\/u><u style=\"font-weight: var( --e-global-typography-text-font-weight )\">.<\/u><u style=\"font-weight: var( --e-global-typography-text-font-weight )\"><\/u><span style=\"font-weight: var( --e-global-typography-text-font-weight )\">, Guo, Y. X., Wang, T. &amp; <\/span><strong><b>Zhou, W. H.<\/b><\/strong><b><\/b><span style=\"font-weight: var( --e-global-typography-text-font-weight )\">(2024). A Femtosecond Fiber Bragg Grating-Based High-Sensitivity Ocean Pressure Sensor. <\/span><a style=\"font-weight: var( --e-global-typography-text-font-weight );background-color: #ffffff\" href=\"https:\/\/ieeexplore.ieee.org\/xpl\/RecentIssue.jsp?punumber=7361\">IEEE Sensors Journal<\/a><span style=\"font-weight: var( --e-global-typography-text-font-weight )\">, 24 (10): 16102-16112.<\/span><\/p><p><span data-contrast=\"auto\">129. <\/span><u>Li<\/u><u>, <\/u><u>X<\/u><u>.<\/u>, <strong><b>Zhou, W. H.<\/b><\/strong><strong><b>, <\/b><\/strong>Liu.<strong><b>\u00a0<\/b><\/strong>J. K.,<strong><b>\u00a0<\/b><\/strong>&amp;\u00a0<u>W<\/u><u>ang, C.<\/u>\u00a0(2024). Influence of non-plastic fines and density state on stress-dilatancy\u00a0behavior of coral sand: an experimental investigation. Acta Geotechnica, <a href=\"https:\/\/doi.org\/10.1007\/511440-024-02286-z.\"><u>https:\/\/doi.org\/10.1007\/511440-024-02286-z<\/u><u>.<\/u><\/a><\/p><p><span data-contrast=\"auto\">128. Zhou, Z., Thomas Man-Hoi Lok <\/span>&amp;\u00a0<b><span data-contrast=\"auto\">Zhou, W. H.<\/span><\/b><span data-contrast=\"auto\"> (2024). Surface wave inversion with unknown number of soil layers based on a<br \/>hybrid learning procedure of deep learning and genetic algorithm. EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 23(2): 345-358.<\/span><\/p><p><span data-contrast=\"auto\">127. Huang, H., Sun, Q., Xu, T., <\/span>&amp; <b><span data-contrast=\"auto\">Zhou, W. H.<\/span><\/b><span data-contrast=\"auto\"> (2024). Mechanism analysis of foam penetration in EPB shield tunnelling with a focus on FER and soil particle size. Underground Space, in Press.<\/span><\/p><p><span data-contrast=\"auto\">126. Tang, C., <\/span>He, S. Y.<span data-contrast=\"auto\">, &amp;\u00a0<\/span><b><span data-contrast=\"auto\">Zhou, W. H.<\/span><\/b>\u00a0(2024). An efficient physics-guided bayesian framework for predicting ground settlement profile during excavations in clay. Journal of Rock Mechanics and Geotechnical Engineering, in Press.<\/p><p>125. He, S. Y., Tang, C., &amp; <strong>Zhou, W. H.<\/strong> (2024). Settlement prediction of immersed tunnel considering time-dependent foundation modulus. Tunnelling and Underground Space Technology, 144, 105562.<\/p><p>124. He, S. Y., <strong>Zhou, W. H.<\/strong> &amp; Tang, C. (2024). Physics-Informed Neural Networks for Settlement Analysis of the Immersed Tunnel of the Hong Kong\u2013Zhuhai\u2013Macau Bridge. International Journal of Geomechanics, 24(1), 04023241.<\/p><p><strong>2023<\/strong><\/p><p>123. He, S. Y., Kou, S. C., Tang, C. &amp; <strong>Zhou, W. H.<\/strong> (2023). Efficient Bayesian Model Updating for Settlement Prediction of the Immersed Tunnel of HZMB. Transportation Geotechnics, 101179.<\/p><p>122. Shen, P., Wei, S. L., Shi, H., Gao, L. &amp; <strong>Zhou, W. H.<\/strong> (2023). Coastal flood risk and smart resilience evaluation under changing climate. Ocean-Land-Atmosphere Research, 2, 0029.<\/p><p>121. Qin, S., Cheng, Y. &amp; Zhou, W. H. (2023). State-of-the-art review on pressure infiltration behavior of bentonite slurry into saturated sand for TBM tunneling. Smart Construction and Sustainable Cities, 1(1), 14.<\/p><p><span data-contrast=\"auto\">120. Yan, W., Shen, P., <\/span><b><span data-contrast=\"auto\">Zhou, W. H.<\/span><\/b><span data-contrast=\"auto\">, &amp; Ma, G. (2023). A rigorous random field-based framework for 3D stratigraphic uncertainty modelling. Engineering Geology, 323, 107235.<\/span><\/p><p><span data-contrast=\"auto\">119. Zhao, L. S., <\/span><b><span data-contrast=\"auto\">Zhou, W. H.<\/span><\/b><span data-contrast=\"auto\">, &amp; Shen, S. L. (2023). Semianalytical Solution for Dissipation Process of Partially Saturated Soils Considering Nonsmooth Boundary and Stress Level.\u00a0Journal of Engineering Mechanics,\u00a0149(9), 04023057.<\/span><\/p><p><span data-contrast=\"auto\">118. Wang, D., Zhu, H., Zhou, G., Yu, W., Wang, B., &amp; <\/span><b><span data-contrast=\"auto\">Zhou, W. H.<\/span><\/b><span data-contrast=\"auto\"> (2023). Monitoring shear deformation of sliding zone via fiber Bragg grating and particle image velocimetry. Journal of Rock Mechanics and Geotechnical Engineering.<\/span><\/p><p><span data-contrast=\"auto\">117. Qin, S., Cheng, Y., Huang, H., &amp; <\/span><b><span data-contrast=\"auto\">Zhou, W. H.<\/span><\/b><span data-contrast=\"auto\"> (2023). Pressure infiltration behavior and fluid loss of bentonite slurry: A comparative study of two bentonite slurries. Canadian Geotechnical Journal. https:\/\/doi.org\/10.1139\/cgj-2023-0103<\/span><\/p><p><span data-contrast=\"auto\">116. Tang, C., He, S. Y., Guan, Z., <\/span><b><span data-contrast=\"auto\">Zhou, W. H.<\/span><\/b><span data-contrast=\"auto\">, &amp; Yin, Z. Y. (2023). Enhanced elastic beam model with BADS integrated for settlement assessment of immersed tunnels. Underground Space.<\/span><\/p><p><span data-contrast=\"auto\">115. Cheng, Z., Kannangara, K. K. P. M., Su, L.J., <\/span><b><span data-contrast=\"auto\">Zhou, W.H.<\/span><\/b><span data-contrast=\"auto\"> (2023). Mathematical model for approximating shield tunneling-induced surface settlement via multi-gene genetic programming. Acta Geotechnica, 0123456789.<\/span><\/p><p><span data-contrast=\"auto\">114. Qin, S., <\/span><b><span data-contrast=\"auto\">Zhou, W.H.<\/span><\/b><span data-contrast=\"auto\">, &amp; Xu, T. (2023). Effects of seawater on the infiltration behavior of bentonite slurry into sand. Construction and Building Materials, 371, 130759.<\/span><\/p><p><span data-contrast=\"auto\">113. Yan, W., <\/span><b><span data-contrast=\"auto\">Zhou, W.H.<\/span><\/b><span data-contrast=\"auto\">, &amp; Shen, P. (2023). An Uncertainty-driven Peak-integration (UP) Strategy for 3D Borehole Layout Planning. Computers and Geotechnics, 156, 105280.<\/span><\/p><p><span data-contrast=\"auto\">112. Tang, C., He, S. Y., &amp; <\/span><b><span data-contrast=\"auto\">Zhou, W.H.<\/span><\/b><span data-contrast=\"auto\"> (2023). A beam on elastic foundation method for predicting deflection of braced excavations considering uncertainties. International Journal for Numerical and Analytical Methods in Geomechanics, 47(4), 533\u2013548.<\/span><\/p><p><em><span style=\"font-size: 12pt\"><span style=\"font-weight: bolder\">Please click to get relevant data or algorithms on Github:\u00a0<a href=\"https:\/\/github.com\/umgeotech\/Algorithm\/tree\/main\/Braced%20Excavation\">https:\/\/github.com\/umgeotech\/Algorithm\/tree\/main\/Braced%20Excavation<\/a><\/span><\/span><\/em><\/p><p><span data-contrast=\"auto\">111. Qin, S., Xu, T., <\/span><b><span data-contrast=\"auto\">Zhou, W.H.<\/span><\/b><span data-contrast=\"auto\">, &amp; Bezuijen, A. (2023). Infiltration behaviour and microstructure of filter cake from sand-modified bentonite slurry. Transportation Geotechnics, 40, 100963.<\/span><\/p><p><span data-contrast=\"auto\">110. Yan, W., Shen, P., &amp; <\/span><b><span data-contrast=\"auto\">Zhou, W. H.<\/span><\/b><span data-contrast=\"auto\"> (2023). A hybrid physical data informed DNN in axial displacement prediction of immersed tunnel joint. Georisk : Assessment and Management of Risk for Engineered Systems and Geohazards, 1\u201312.<\/span><\/p><p><span data-contrast=\"auto\">109. Cheng, Z. L., Kannangara, K. K. P. M., Su, L. J., <\/span><b><span data-contrast=\"auto\">Zhou, W. H.<\/span><\/b><span data-contrast=\"auto\">, &amp; Tian, C. (2023). Physics-guided genetic programming for predicting field-monitored suction variation with effects of vegetation and atmosphere. Engineering Geology, 315, 107031.<\/span><\/p><p><span data-contrast=\"auto\">108. Li, Y., <\/span><b><span data-contrast=\"auto\">Zhou, W.<\/span><\/b><span data-contrast=\"auto\">, &amp; Shen, P. (2023). Flood risk assessment of loss of life for a coastal city under the compound effect of storm surge and rainfall. Urban Climate, 47, 101396.<\/span><\/p><p><strong>2022<\/strong><\/p><p>107. <span lang=\"EN-US\" xml:lang=\"EN-US\" data-contrast=\"auto\">Guo, Y., Hu, P., Xiong, L., Liu, K., &amp; <\/span><strong><span lang=\"EN-US\" xml:lang=\"EN-US\" data-contrast=\"auto\">Zhou, W. H.<\/span><\/strong><span lang=\"EN-US\" xml:lang=\"EN-US\" data-contrast=\"auto\"> (2022). Design and Investigation of a fiber Bragg grating tilt sensor with vibration damping. IEEE Sensors Journal, 23(3), 2193-2203.<\/span><\/p><p>106. Chen, W. B., <strong>Zhou, W.H.<\/strong>, &amp; Yin, Z. Y. (2022). Recent Development on Macro\u2013Micro Mechanism of Soil-Structure Interface Shearing Through DEM. Archives of Computational Methods in Engineering, 1\u201320.<\/p><p>105. Li, Y., Shen, P., Yan, Y., &amp;<strong> Zhou, W. H.<\/strong> (2022). Flood risk assessment of artificial islands under compound rain-tide-wind effects during tropical cyclones. Journal of Hydrology, 615, 128736.<\/p><p>104. Tang, C., He, S. Y., &amp; <strong>Zhou, W. H.<\/strong> (2022). Settlement-based framework for long-term serviceability assessment of immersed tunnels. Reliability Engineering &amp; System Safety, 228, 108801.<\/p><p>103. Zhou, Z., Lok, T. M. H., <strong>Zhou, W.H.<\/strong>, &amp; Zhao, L. S. (2022). An Analytical Solution for the Deformation of Soft Ground Reinforced by Columnar Inclusions under Equal Stress Conditions. Applied Sciences (Switzerland), 12(22).<\/p><p>102. Qin, S., Xu T., Cheng Z.L., &amp; <strong>Zhou, W.H.<\/strong> (2022) Analysis of spatiotemporal variations of excess pore water pressure during mechanized tunneling using genetic programming. Acta Geotechnica. 1-18.<\/p><p>101. Xu, T., <strong>Zhou, W.-H.<\/strong>, Bezuijen, A., &amp; Qin, S. (2022). Effects of sand and slurry characteristics on pressure infiltration of bentonite slurry into sand. G\u00e9otechnique, 0(0), 1\u201334.<\/p><p>100. Cheng, Y., <strong>Zhou, W.H.<\/strong>, &amp; Xu, T. (2022). Tunneling-induced settlement prediction using the hybrid feature selection method for feature optimization. Transportation Geotechnics, 36, 100808.<\/p><p>99. Lu, Z., <strong>Zhou, W.H.<\/strong>, Asce, M., &amp; Yin, Z.Y. (2022). Effect of Viscosity on Slurry Infiltration in Granular Media. 22(9), 1\u201314.<\/p><p>98. Cheng, Z.L., <strong>Zhou, W.H.<\/strong>, and Tian, C., (2022) Multi-perspective analysis on rainfall-induced spatial response of soil suction in a vegetated soil. Journal of Rock Mechanics and Geotechnical Engineering. 14 (4), 1280-1291.<\/p><p>97. Kannangara K. K. P. M., <strong>Zhou, W. H.<\/strong>, Ding, Z., &amp; Hong, Z. H. (2022) Investigation of feature contribution to shield tunneling-induced settlement using shapley additive explanations method. Journal of Rock Mechanics and Geotechnical Engineering.<\/p><p><span style=\"font-size: 12pt\"><em><strong>Please click to get relevant data or algorithms on Github: <a href=\"https:\/\/github.com\/umgeotech\/Database\/tree\/master\/Surface%20Settlement\">https:\/\/github.com\/umgeotech\/Database\/tree\/master\/Surface%20Settlement<\/a><\/strong><\/em><\/span><\/p><p>96. Li, Y., <strong>Zhou, W.H.<\/strong>, &amp; Shen, P. (2022). Pedestrian danger assessment under rainstorm-induced flood disaster for an artificial island. International Journal of Disaster Risk Reduction, 78, 103133.<\/p><p>95. Lu, Z., <strong>Zhou, W.H.<\/strong>, Yin, Z.Y., &amp; Yang, J. (2022). Numerical modeling of viscous slurry infiltration in sand. Computers and Geotechnics, 146, 104745.<\/p><p>94. Ding, Z., Zhao, L.S., <strong>Zhou, W.H.<\/strong>, &amp; Bezuijen, A. (2022). Intelligent Prediction of Multi-Factor-Oriented Ground Settlement During TBM Tunneling in Soft Soil. Frontiers in Built Environment, 8.<\/p><p>93. Pabodha M. Kannangara, K. K., Ding, Z., &amp; <b>Zhou, W.-H.<\/b> (2022). Surface Settlements Induced by Twin Tunneling in Silty Sand. Underground Space. https:\/\/doi.org\/10.1016\/j.undsp.2021.05.002<\/p><p><span style=\"font-size: 12pt\"><em><span style=\"font-weight: bolder\">Please click to get relevant data or algorithms on Github:\u00a0<a href=\"https:\/\/github.com\/umgeotech\/Database\/tree\/master\/Surface%20Settlement\">https:\/\/github.com\/umgeotech\/Database\/tree\/master\/Surface%20Settlement<\/a><\/span><\/em><\/span><\/p><p><span style=\"font-weight: bolder\">2021<\/span><strong><br \/><\/strong><\/p><p>92. Ding, Z., He, S.Y., <strong>Zhou, W.H.<\/strong>, Xu, T., He, S.H., &amp; Zhang, X. (2021). Analysis of ground deformation induced by shield tunneling considering the effects of muck discharge and grouting. Transportation Geotechnics, 30, 100629.<\/p><p>91. Xiong, L., Guo, Y.X., <strong>Zhou, W.H.<\/strong>, Chen, M., &amp; Zhou, X.L. (2021). Fiber Bragg Grating-Based Three-Axis Vibration Sensor. IEEE Sensors Journal, 21(22), 25749\u201325757.<\/p><p>90. Wang, P., Yin, Z.Y., <strong>Zhou, W.H.<\/strong>, &amp; Chen, W.B. (2021). Micro-mechanical analysis of soil\u2013structure interface behavior under constant normal stiffness condition with DEM. Acta Geotechnica, 17(7), 2711\u20132733.<\/p><p>89. Guo, Y.X., <strong>Zhou, W.H.<\/strong>, Xiong, L., Zhou, X.L., &amp; Li, L.T. (2021). A Fiber Bragg Grating Sensor for Positive and Negative Displacement Measurement. IEEE Sensors Journal, 21(19), 21564-21571.<\/p><p>88. Guo, Y.X., Xiong, L., Wu, H., <strong>Zhou, W.H.<\/strong>, Zhou, X.L., &amp; Liu, H.H. (2021). A FBG Inclinometer for Simultaneous Measurement of Horizontal Deformation and Sudden Deformation. IEEE Transactions on Instrumentation and Measurement, 70.<\/p><p>87. Wang, A.Q., Hu, Y.Y., <strong>Zhou, W.H.<\/strong>, &amp; Liu, X.W. (2021). Analysis of one-dimensional nonlinear consolidation of a saturated lumpy porous clay layer. Computers and Geotechnics, 140(September), 104458.<\/p><p>86. Qin, S., Xu, T., &amp; <strong>Zhou, W.H.<\/strong> (2021). Predicting Pore-Water Pressure in Front of a TBM Using a Deep Learning Approach. International Journal of Geomechanics, 21(8), 04021140.<\/p><p>85. Chen, W. Bin, <b>Zhou, W. H.<\/b>, Sadowski, \u0141., &amp; Yin, Z. Y. (2021). Metaheuristic model for the interface shear strength between granular soil and structure considering surface morphology. Computers and Geotechnics, 135(February). https:\/\/doi.org\/10.1016\/j.compgeo.2021.104141<\/p><p><em><span style=\"font-size: 12pt\"><span style=\"font-weight: bolder\">Please click to get relevant data or algorithms on Github:<\/span>\u00a0<span style=\"font-weight: bolder\"><a href=\"https:\/\/github.com\/umgeotech\/Database\/tree\/master\/Soil-structure%20Interface\">https:\/\/github.com\/umgeotech\/Database\/tree\/master\/Soil-structure%20Interface<\/a><\/span><\/span><\/em><\/p><p>84. Cheng, Z.L., Yang, S., Zhao, L.S., Tian, C., &amp; <strong>Zhou, W. H.<\/strong> (2021). Multivariate modeling of soil suction response to various rainfall by multi-gene genetic programing. Acta Geotechnica.<\/p><p>83. Wang, H.-L., <strong>Zhou, W.-H.<\/strong>, Yin, Z.-Y., &amp; Jie, X.-X. (2021). Closure to \u201cEffect of Grain Size Distribution of Sandy Soil on Shearing Behaviors at Soil\u2013Structure Interface\u201d by Han-Lin Wang, Wan-Huan Zhou, Zhen-Yu Yin, and Xi-Xi Jie. Journal of Materials in Civil Engineering, 33(3), 07020009.<\/p><p>82. Chen, W. Bin, Xu, T., &amp; <strong>Zhou, W. H.<\/strong> (2021). Microanalysis of smooth Geomembrane\u2013Sand interface using FDM\u2013DEM coupling simulation. Geotextiles and Geomembranes, 49(1), 276\u2013288.<\/p><p><strong><span style=\"vertical-align: inherit\"><span style=\"vertical-align: inherit\">2020<\/span><\/span><\/strong><\/p><p>81. Ding, P., Hu, Y., <u>Zhou, W.<\/u>, Liu, X., &amp; Xu, R. (2020). An elastic\u2013viscoplastic constitutive model incorporating shear dilation characteristic. Arabian Journal of Geosciences, 13(19). https:\/\/doi.org\/10.1007\/s12517-020-05996-2.<\/p><p><span style=\"font-size: inherit;text-align: inherit;letter-spacing: -0.015em\">80. Liu, X., Yang, B., Zhao, L. S., &amp; <u>Zhou, W. H.<\/u> (2020). Experimental Investigation of Water Flow through Vesicular Fractures in Volcanic Rock. International Journal of Geomechanics, 20(10), 1\u201310. https:\/\/doi.org\/10.1061\/(ASCE)GM.1943-5622.0001815.\u00a0<\/span><\/p><p><span style=\"font-size: inherit;letter-spacing: -0.015em;text-align: inherit\">79. He, S. H., Ding, Z., Xia, T. D., <b>Zhou, W. H.<\/b>, Gan, X. L., Chen, Y. Z., &amp; Xia, F. (2020). Long-term behaviour and degradation of calcareous sand under cyclic loading. Engineering Geology, 276(November 2019), 105756. https:\/\/doi.org\/10.1016\/j.enggeo.2020.105756.<\/span><\/p><p><span style=\"font-size: inherit;text-align: inherit;letter-spacing: -0.015em\">78. Chen, W. B., <b>Zhou, W. H.<\/b> &amp; dos Santos, J. A. (2020). Analysis of consistent soil-structure interface response in multi-directional shear tests by discrete element modeling. Transportation Geotechnics, 24(June), 100379. https:\/\/doi.org\/10.1016\/j.trgeo.2020.100379.<\/span><\/p><p><span style=\"font-size: inherit;text-align: inherit;letter-spacing: -0.015em\">77. Lyu, H.M., <b>Zhou, W.H.<\/b>, Shen, S.L., Zhou, A.N. (2020) Inundation risk assessment of metro system using AHP and TFN-AHP in Shenzhen. Sustainable Cities and Society, 56, 102103. https:\/\/doi.org\/10.1016\/j.scs.2020.102103.<\/span><\/p><p>76. Jin, Y.F., Yin, Z.Y., <b>Zhou, W.H.<\/b>, Liu, X.F. (2020) Intelligent model selection with updating parameters during staged excavation using optimization method. Acta Geotechnica, 1-19. https:\/\/doi.org\/10.1007\/s11440-020-00936-6.<\/p><p>75. Cheng, Z.L., <b>Zhou, W.H.<\/b>, Ding, Z., Guo, Y.X. (2020) Estimation of spatiotemporal response of rooted soil using a machine learning approach. Journal of Zhejiang University-SCIENCE A (Applied Physics &amp; Engineering), 2020 21(6):462-477. https:\/\/doi.org\/10.1631\/jzus.A1900555.<\/p><p>74. Liu, F., Yi, S., <b>Zhou, W.H.<\/b>, Chen, Y.Z., Wong, M.H. (2020) Amendment additions and their potential effect on soil geotechnical properties: A perspective review. Critical Reviews in Environmental Science and Technology. Doi: 10.1080\/10643389.2020.1729066.<\/p><p>73. Cheng, Z.L., <b>Zhou, W.H.<\/b>, Garg, A. (2020) Genetic programming model for estimating soil suction in shallow soil layers in the vicinity of a tree, Engineering Geology, 268:105506, Doi: 10.1016\/j.enggeo.2020.105506.<\/p><p><strong>2019<\/strong><\/p><p>72. Jin, Y. F., Yin, Z. Y., <b>Zhou, W. H.<\/b>, &amp; Horpibulsuk, S. (2019). Identifying parameters of advanced soil models using an enhanced transitional Markov chain Monte Carlo method. Acta Geotechnica, 14(6), 1925\u20131947. https:\/\/doi.org\/10.1007\/s11440-019-00847-1<\/p><p>71. Zhu, H. X., <b>Zhou, W. H.<\/b>, Jing, X. Y., &amp; Yin, Z. Y. (2019). Observations on fabric evolution to a common micromechanical state at the soil-structure interface. International Journal for Numerical and Analytical Methods in Geomechanics, 43(15), 2449\u20132470. https:\/\/doi.org\/10.1002\/nag.2989<\/p><p>70. Jin, Y. F., Yin, Z. Y., <b>Zhou, W. H.<\/b>, &amp; Shao, J. F. (2019). Bayesian model selection for sand with generalization ability evaluation. International Journal for Numerical and Analytical Methods in Geomechanics, 43(14), 2305\u20132327. https:\/\/doi.org\/10.1002\/nag.2979<\/p><p>69. Lyu, H. M., Shen, S. L., Zhou, A., &amp; <b>Zhou, W. H.<\/b> (2019). Data in flood risk assessment of metro systems in a subsiding environment using the interval FAHP\u2013FCA approach. Data in Brief, 26, 104468. https:\/\/doi.org\/10.1016\/j.dib.2019.104468<br \/>68. Liu, F., Yi, S., Ma, H., Huang, J., Tang, Y., Qin, J., &amp; <b>Zhou, W. H.<\/b> (2019). Risk assessment of groundwater environmental contamination: a case study of a karst site for the construction of a fossil power plant. Environmental Science and Pollution Research, 26(30), 30561\u201330574. https:\/\/doi.org\/10.1007\/s11356-017-1036-5<br \/>67. <b>Zhou, W.H.<\/b>, He S.Y., Garg, A., and Yin, Z.Y. (2019) Field monitoring of suction in the vicinity of an urban tree: exploring termite infestation and the shading effects of tree canopy. Acta Geotechnica, https:\/\/doi.org\/10.1007\/s11440-019-00810-0.<br \/>66. Wang, H.L., <b>Zhou, W.H.<\/b>, Yin, Z.Y., Jie, X.X. (2019) Effect of Grain Size Distribution of Sandy Soil on Shearing Behaviors at Soil\u2013Structure Interface. Journal of Materials in Civil Engineering, 31(10), 04019238(1-10). https:\/\/doi.org\/10.1061\/(ASCE)MT.1943-5533.0002880<br \/>65. Zhao, L.S., <b>Zhou, W.H.<\/b>, Su, L.J., Garg, A., Yuen K.V. (2019) Selection of Physical and Chemical Properties of Natural Fibers for Predicting Soil Reinforcement. Journal of Materials in Civil Engineering, 31(10), 04019212(1-13). DOI: 10.1061\/(ASCE)MT.1943-5533.0002850<br \/>64. Lyu, H.M., Shen, S.L., Zhou, A.N., <b>Zhou, W.H.<\/b> (2019) Flood risk assessment of metro systems in a subsiding environment using the interval FAHP\u2013FCA approach. Sustainable Cities and Society, 50, 101682(1-14). https:\/\/doi.org\/10.1016\/j.scs.2019.101682<br \/>63. Chen, Y.Z., <b>Zhou, W.H.<\/b>*, Liu, F.M., Yi, S.P., and Geng, X.Y. (2019) Microstructure and morphological characterization of lead-contaminated clay with nanoscale zero-valent iron (nZVI) treatment. Engineering Geology, 256:84-92. Doi: 10.1016\/j.enggeo.2019.05.001.<br \/>62. Liu, F.M., Chen, Y.Z., Yi, S.P., <b>Zhou, W.H.<\/b>, Xie, L.S., and Ma, H.Y. Geoenvironmental characteristics of bisphenol A contaminated soil after persulfate treatment with different activation\/enhancement methods. PLoS ONE 14(4): e0214024: 1-18. Doi: 10.1371\/journal.pone.0214024.<br \/>61. <b>Zhou, W.H.<\/b>, Jing, X.Y.*, Yin, Z.Y., and Geng, X.Y. (2019) Effects of particle sphericity and initial fabric on the shearing behavior of soil\u2013rough structural interface. Acta Geotechnica, 14(66): 1-18. Doi: 10.1007\/s11440-019-00781-2.<br \/>60. Zhao, L.S., <b>Zhou, W.H.<\/b>*, Geng, X.Y., Yuen, K.V., and Fatahi, B. (2019) A closed-form solution for column-supported embankments with geosynthetic reinforcement. Geotextiles and Geomembranes, 47(3): 389-401. Doi: 10.1016\/j.geotexmem.2019.01.006.<br \/>59. Liu, F.M., <b>Zhou, W.H.<\/b>, Yi, S.P.* and Geng, X.Y. (2019) Morphological and mineral features of nZVI induced precipitation on quartz particles. Environmental Geotechnics, 1-8. In Press. Doi: 10.1680\/jenge.18.00081.<br \/>58. Chen, W.B., <b>Zhou, W.H.<\/b>*, and Jing, X.Y. (2019) Modeling geogrid pullout behavior in sand using discrete-element method and effect of tensile stiffness. International Journal of Geomechanics, 19(5), 04019039:1-13. Doi: 10.1061\/(ASCE)GM.1943-5622.0001424.<br \/>57. <b>Zhou, W.H. <\/b>and Qi, X.H.* (2019) Root cohesion estimation of riparian trees based on model uncertainty characterization. Journal of Materials in Civil Engineering, 31(2), 04018389:1-11. Doi: 10.1061\/(ASCE)MT.1943-5533.0002600.<br \/>56. Jin, Y.F., Yin, Z.Y.*, <b>Zhou, W.H.<\/b>, and Huang, H.W. (2019) Multi-objective optimization-based updating of predictions during excavation. Engineering Applications of Artificial Intelligence, 78:102-123. Doi: 10.1016\/j.engappai.2018.11.002.<br \/>55. Jin, Y.F., Yin, Z.Y.*, <b>Zhou, W.H.<\/b>, Yin, J.H., and Shao, J. F. (2019) A single-objective EPR based model for creep index of soft clays considering L2 regularization. Engineering Geology, 248: 242-255. Doi: 10.1016\/j.enggeo.2018.12.006.<br \/>54. <b>Zhou W.H.<\/b>, Liu F.M., Yi S.P.*, Chen Y.Z., Geng X.Y., and Zheng C.M. (2019) Simultaneous stabilization of Pb and improvement of soil strength using nZVI. Science of The Total Environment. 651(Pt 1): 877-884. Doi:10.1016\/j.scitotenv.2018.09.146.<br \/>53. Chen, Y.Z., <b>Zhou, W.H.<\/b>*, Liu, F.M., and Yi, S.P. (2019) Exploring the effects of Nanoscale Zero-valent Iron (nZVI) on the Mechanical Properties of Lead-contaminated Clay. Canadian Geotechnical Journal. 56(10):1395-1405. Doi: 10.1139\/cgj-2018-0387.<\/p><p><strong>2018<\/strong><br \/>52. Su, L.J., Zhou, W.H.*, Chen, W.B., and Jie, X.X. (2018) Effects of relative roughness and mean particle size on the shear strength of sand-steel interface. Measurement, 122(2018): 339-346. Doi: 10.1016\/j.measurement.2018.03.003.<br \/>51. <b>Zhou, W.H.<\/b>, Tan F., and Yuen, K.V.* (2018) Model updating and uncertainty analysis for creep behavior of soft soil. Computers and Geotechnics, 100(2018): 135-143. Doi: 10.1016\/j.compgeo.2018.04.006.<br \/>50. Tan, F., <b>Zhou, W.H.<\/b>, and Yuen, K.V.* (2018) Effect of loading duration on uncertainty in creep analysis of clay. International Journal for Numerical and Analytical Methods in Geomechanics, 42(11): 1235-1254. Doi: 10.1002\/nag.2788.<br \/>49. Jin, Y.F., Yin, Z.Y.*, Wu, Z.X., and <b>Zhou, W.H.<\/b> (2018) Identifying parameters of easily crushable sand and application to offshore pile driving. Ocean Engineering, 154(2018): 416-429. Doi: 10.1016\/j.oceaneng.2018.01.023.<br \/>48. Gamse, S., <b>Zhou, W.H.<\/b>*, Tan, F., Yuen, K.V., and Oberguggenberger M. (2018) Hydrostatic-season-time model updating using Bayesian model class selection. Reliability Engineering and System Safety,169 (2018) 40-50. Doi: 10.1016\/j.ress.2017.07.018.<br \/>47. <b>Zhou, W.H.<\/b>, Zhao, L.S.*, Lok, T.M.H., Mei, G.X., and Li, X.B. (2018) Analytical solutions to the axisymmetric consolidation of unsaturated soils. Journal of Engineering Mechanics, ASCE, 2018, 144(1): 04017152: 1-11. Doi: 10.1061\/(ASCE)EM.1943-7889.0001382.<br \/>46. Jing, X.Y., <b>Zhou, W.H.<\/b>*, Zhu, H.X., Yin, Z.Y., and Li, Y. (2018) Analysis of soil\u2010structural interface behavior using three\u2010dimensional DEM simulations. Int J Numer Anal Methods Geomech. 42(2): 339-357. Doi:10.1002\/nag.2745.<br \/>45. Zhu, H.X., <b>Zhou, W.H.<\/b>*, and Yin, Z.Y. (2018) Deformation mechanism of strain localization in 2D numerical interface tests. Acta Geotechnica, 13(3): 557-573. Doi: 10.1007\/s11440-017-0561-1.<\/p><p><strong>2017<\/strong><br \/>44. Liu, F.M., Yi, S.P., Ma, H.Y., Huang, J.Y., Tang, Y.K., Qin, J.B., and <b>Zhou, W.H.<\/b> (2017) Risk assessment of groundwater environmental contamination: a case study of a Karst site for the construction of a fossil power plant. Environmental Science and Pollution Research. Doi: 10.1007\/s11356-017-1036-5. PMID: 29264850.<br \/>43. Bordoloi, S., Hussain, R., Garg, A., Sreedeep S., and <b>Zhou, W.H.<\/b> (2017) Infiltration characteristics of natural fiber reinforced soil. Transportation Geotechnics, 12(2017): 37-44. Doi: 10.1016\/j.trgeo.2017.08.007.<br \/>42. Qi, X.H., <b>Zhou, W.H.<\/b>, and Yuen, K.V.* (2017) Detection of stationary Markovian zones in a geologically heterogeneous area. ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng., 2017, 3(4): 04017026. Doi: 10.1061\/AJRUA6.0000930.<br \/>41. <b>Zhou, W.H.<\/b>, Zhao, L.S., and Yuen, K.V. (2017) A simplified axisymmetric model to analyze the column supported embankment system. Computers and Geotechnics, 92 (2017): 96-107. Doi: 10.1016\/j.compgeo.2017.07.027.<br \/>40. <b>Zhou, W.H.<\/b>, Lok, T. M.H., Zhao, L.S.*, Mei, G.X., and Li, X.B. (2017) Analytical solutions to the axisymmetric consolidation of a multi-layer soil system under surcharge combined with vacuum preloading. Geotextiles and Geomembranes, 45(5): 487-498. Doi: 10.1016\/j.geotexmem.2017.06.003.<br \/>39. <b>Zhou, W.H.<\/b>*, Zhao, L.S., Garg, A., and Yuen, K.V. (2017) Generalized analytical solution for the consolidation of unsaturated soil under partially permeable boundary conditions. International Journal of Geomechanics, 17(9): 04017048: 1-16. Doi: 10.1061\/(ASCE)GM.1943-5622.0000942.<br \/>38. <b>Zhou, W.H.<\/b>, Garg, A. and Garg, A.* (2017) Computation of coupled effects of root and shoot characteristics on transpiration based on optimization approach. Engineering computations, 34 (3): 725-738. Doi: 10.1108\/EC-05-2016-0177.<br \/>37. Qi, X.H. and <b>Zhou, W.H.<\/b>* (2017) An efficient probabilistic back-analysis method for braced excavations using wall deflection data at multiple points. Computers and Geotechnics, 85, 186-198. Doi: 10.1016\/j.compgeo.2016.12.032.<\/p><p><strong>2016<\/strong><br \/>36. <b>Zhou, W.H.<\/b>, Garg A., and Garg, A.* (2016) Study of the volumetric water content based on density, suction and initial water content. Measurement, 94: 531-537. Doi: 10.1016\/j.measurement.2016.08.034.<br \/>35. Tan, F., <b>Zhou, W.H.<\/b>, and Yuen, K.V.* (2016) Modeling the soil water retention properties of same-textured soils with different initial void ratios. Journal of Hydrology, 542: 731-743. Doi: 10.1016\/j.jhydrol.2016.09.045.<br \/>34. Jiang, D., <b>Zhou, W.H.<\/b>, Garg, A., and Garg, A.* (2016) Model development and surface analysis of a bio-chemical process. Chemometrics and Intelligent Laboratory Systems, 157: 133-139. Doi: 10.1016\/j.chemolab.2016.07.010.<br \/>33. <b>Zhou, W.H.<\/b>*, Xu, X., and Garg, A. (2016) Measurement of unsaturated shear strength parameters of silty sand and its correlation with unconfined compressive strength. Measurement, 93: 351\u2013358. Doi: 10.1016\/j.measurement.2016.07.049.<br \/>32. Zhao, L.S., <b>Zhou W.H.<\/b>*, Fatahi, B., Li, X.B. and Yuen, K.-V. (2016) A dual beam model<br \/>for geosynthetic-reinforced granular fill on an elastic foundation. Applied Mathematical Modelling, 40: 9254-9268. Doi: 10.1016\/j.apm.2016.06.003.<\/p><p><strong>2015<\/strong><br \/>31. Tabatabaiefar, H.R., Fatahi, B., Ghabraie, K., and <b>Zhou, W.H.<\/b> (2015) Evaluation of numerical procedures to determine seismic response of structures under influence of soil-structure interaction. Structural Engineering and Mechanics, 56(1): 27-47. Doi: 10.12989\/sem.2015.56.1.027.<br \/>30. Garg, A, Garg, A., <b>Zhou, W.H.<\/b>, Tai, K. and Deo, C. M. (2015) A new simulation approach of genetic programming in modelling of soil water retention property of unsaturated soil. Engineering Computations, 32 (3): 914 \u2013 930. Doi: 10.1108\/EC-05-2014-0110.<br \/>29. Hu, Y.Y., <b>Zhou, W.H.<\/b> * and Cai, Y.Q. (2015) Reply to discussion: \u201cLarge strain elastic visco-plastic consolidation analysis of very soft clay layers with vertical drains under preloading\u201d. Canadian Geotechnical Journal, 52(1): 127-128. Doi: 10.1139\/cgj-2014-0433.<\/p><p>2014<br \/>28. Fatahi, B., Basack, S., Ryan, P., <b>Zhou, W.H.<\/b>, and Khabbaz, H. (2014) Performance of laterally loaded piles considering soil and interface parameters. Geomechanics and Engineering, 7(5): 495-524. Doi: 10.12989\/gae.2014.7.5.495<br \/>27. <b>Zhou, W.H.<\/b>, Yuen, K.V., and Tan, F. (2014) Estimation of soil\u2013water characteristic curve and relative permeability for granular soils with different initial dry densities. Engineering Geology, 179(4): 1-9. Doi: 10.1016\/j.enggeo.2014.06.013.<br \/>26. Hu, Y.Y., <b>Zhou, W.H.<\/b>, and Cai, Y.Q. (2014) Large strain elastic visco-plastic consolidation analysis of very soft clay layers with vertical drains under preloading. Canadian Geotechnical Journal, 51(2): 144-157. Doi: 10.1139\/cgj-2013-0200.<br \/>25. <b>Zhou, W.H.<\/b>, Zhao, L.S. and Li, X.B. (2014) A simple analytical solution to one-dimensional consolidation for unsaturated soil. International Journal for Numerical and Analytical Methods in Geomechanics, 38(8): 794-810. Doi: 10.1002\/nag.2231.<\/p><p><em><strong><span style=\"font-size: 12pt\">Please click to get relevant data or algorithms on Github: <a href=\"https:\/\/github.com\/umgeotech\/Algorithm\/tree\/master\/Consolidation%20of%20Unsaturated%20Soil\">https:\/\/github.com\/umgeotech\/Algorithm\/tree\/master\/Consolidation%20of%20Unsaturated%20Soil<\/a><\/span><\/strong><\/em><\/p><p>24. <b>Zhou, W.H.<\/b> and Zhao, L.S. (2014) One-dimensional consolidation of unsaturated soil subjected to time-dependent loading with various initial and boundary conditions. International Journal of Geomechanics, ASCE, 14(2): 291-301. Doi: 10.1061\/(ASCE)GM.1943-5622.0000314.<\/p><p><strong>2013<\/strong><br \/>23. Li, G.W., Hong, C.Y., Dai, J., Yu L. and <b>Zhou, W.H.<\/b> (2013) FBG-based creep analysis of GFRP materials embedded in concrete. Mathematical Problems in Engineering, Volume 2013, Article ID 63126, 9 pages, Doi: 10.1155\/2013\/631216.<br \/>22. <b>Zhou, W.H.<\/b> (2013) Axisymmetric consolidation of unsaturated soils by differential quadrature method. Mathematical Problems in Engineering. Vol. 2013, Article ID 497161, 14 pages. Doi: 10.1155\/2013\/497161.<br \/>21. <b>Zhou, W.H.<\/b>, Yuen K.V., Tan F. (2013) Estimation of maximum pullout shear stress of grouted soil nails using bayesian probabilistic approach. International Journal of Geomechanics, ASCE. 13(5), 659\u2013664. Doi: 10.1061\/(ASCE)GM.1943-5622.0000259.<br \/>20. <b>\u5468\u4e07\u6b22<\/b>\uff0c\u8d75\u6797\u723d. 2013. \u590d\u6742\u521d\u59cb\u548c\u8fb9\u754c\u6761\u4ef6\u5bf9\u4e00\u7ef4\u975e\u9971\u548c\u571f\u56fa\u7ed3\u7684\u5f71\u54cd. \u5ca9\u571f\u5de5\u7a0b\u5b66\u62a5\uff0cVol. 35, Supp.1, 305-311.<br \/><b>Zhou, W.H.<\/b> and Zhao, L.S. (2013) Influence of different initial and boundary conditions to one dimensional consolidation of unsaturated soil. Chinese Journal of Geotechnical Engineering, Vol. 35, Supp.1, 305-311. (EI) (In Chinese)<br \/>19. Hong, C.Y., Yin, J.H., Pei, H.F. and <b>Zhou, W.H.<\/b> (2013) Experimental study on the pullout resistance of pressure grouted soil nails in the field. Canadian Geotechnical Journal, 50(7): 693-704, Doi: 10.1139\/cgj-2012-0103. (SCI)<\/p><p><strong>2012<\/strong><br \/>18. <b>Zhou, W.H.<\/b>, Chen, R.P., Zhao, L.S., Xu, Z.Z., Chen, Y.M. (2012) \u201cA semi-analytical method for the analysis of pile-supported embankments\u201d. J Zhejiang Univ-Sci A (Applied Physics &amp; Engineering), Vol.13 No.11, 888-894. Doi: 10.1631\/jzus.A12ISGT4. (SCI)<br \/>17. Yin, J.H., Hong, C.Y., and <b>Zhou, W.H.<\/b> (2012) Simplified analytical method for calculating the maximum shear stress of nail-soil interface. International Journal of Geomechanics, ASCE, 12(3), 309\u2013317. Doi: 10.1061\/(ASCE)GM.1943-5622.0000151.<br \/>16. Hong, C.Y., Yin, J.H., <b>Zhou, W.H.<\/b> and Pei, H.F. (2012) Analytical study on progressive pullout behavior of a soil nail. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 138(4): 500-507. Doi: 10.1061\/(ASCE)GT.1943-5606.0000610.<\/p><p><strong>2011<\/strong><br \/>15. <b>\u5468\u4e07\u6b22<\/b>, \u6bb7\u5efa\u534e. (2011) \u4e0a\u8986\u538b\u529b\u548c\u526a\u80c0\u4f5c\u7528\u4e0b\u571f\u9489\u6297\u62d4\u7684\u6709\u9650\u5143\u6a21\u62df, \u5ca9\u571f\u529b\u5b66. Vol. 32 (\u589e\u520a1), 691-696. 2011.4. (EI)<br \/><b>Zhou, W.H.<\/b>, and Yin, J. H. (2011) Finite element modeling soil nail pullout behavior and effects of overburden pressure and dilation. Rock and Soil Mechanics. Vol. 32, n Supp. 1: 691-696. April 2011, Language: Chinese. (EI)<br \/>14. <b>Zhou, W.H.<\/b>, Yin, J.H. and Hong C.Y. (2011) Finite element modelling of pullout testing on a soil nail in a pullout box under different overburden and grouting pressures. Canadian Geotechnical Journal, 48(4): 557-567. April 2011. (SCI) Doi: 10.1139\/t10-086.<br \/>13. Yin, J.H., <b>Zhou, W.H.<\/b>, and Kumruzzaman, M. (2011) A rigid-flexible boundary true triaxial apparatus for testing soils in a three-dimensional stress state. ASTM Geotechnical Testing Journal, 34(3): 1-8, May. 2011. (UM). Paper ID: GTJ102886. (SCI) Doi: 10.1520\/GTJ102886.<\/p><p><strong>2010<\/strong><br \/>12. Su, L.J., Yin, J.H., and <b>Zhou, W.H.<\/b> (2010) Influences of overburden pressure and soil dilation on soil nail pull-out resistance. Computers and Geotechnics. 37(4): 555\u2013564. (PolyU), June 2010. (SCI) Doi: 10.1016\/j.compgeo.2010.03.004.<br \/>11. Yin, J.H., <b>Zhou, W.H.<\/b>, Cheng, C.M., and Kumruzzaman, M. (2010) A new mixed boundary true triaxial loading device for testing study of the 3-D stress-strain-strength behaviour of geomaterials. Chinese Journal of Geotechnical Engineering, 32(4): 1-7. (in Chinese). (PolyU). April. 2010. (EI)<br \/>\u6bb7\u5efa\u534e, <b>\u5468\u4e07\u6b22<\/b>, \u90d1\u4fca\u6587, Md.Kumruzzaman. (2010) \u65b0\u578b\u6df7\u5408\u8fb9\u754c\u771f\u4e09\u8f74\u4eea\u52a0\u8f7d\u88c5\u7f6e\u53ca\u5ca9\u571f\u6750\u6599\u8bd5\u9a8c\u7ed3\u679c. \u5ca9\u571f\u5de5\u7a0b\u5b66\u62a5, 32(4): 1-7.<br \/>10. Hong, C.Y., Yin, J.H., Jin, W., Wang, C., <b>Zhou, W.H.<\/b> and Zhu, H.H. (2010) Comparative study on the elongation measurement of a soil nail using optical lower coherence interferometry method and FBG method. Advances in Structural Engineering, 13(2): 309-319. (PolyU) (SCI) Doi: 10.1260\/1369-4332.13.2.309.<br \/>9. Yin, J.H., Cheng, C.M., Kumruzzaman, M., and <b>Zhou, W.H.<\/b> (2010) New mixed boundary, true triaxial loading device for testing three-dimensional stress-strain-strength behaviour of geomaterials. Canadian Geotechnical Journal, 47(1): 1\u201315. (PolyU), (SCI) Doi: 10.1139\/T09-075.<\/p><p><strong>2009<\/strong><br \/>8. Yin, J.H. and <b>Zhou, W.H.<\/b> (2009) Influence of Grouting Pressure and Overburden Stress on the Interface Resistance of a Soil Nail. Journal of Geotechnical and Geoenvironmental Engineering, ASCE. 135(9): 1198-1208. September, 2009. (PolyU) (SCI) Doi: 10.1061\/(ASCE)GT.1943-5606.0000045.<br \/>7. Chen, R.P., <b>Zhou, W.H.<\/b>, and Chen, Y.M. (2009) Influences of soil consolidation and pile load on the development of negative skin friction of a pile. Computers and Geotechnics, 36(8): 1265-1271. Octorber, 2009. (PolyU) (SCI) Doi: 10.1016\/j.compgeo.2009.05.011.<br \/>6. <b>Zhou, W.H.<\/b> and Yin, J.H. (2009) Reply to &#8220;Discussion of a simple mathematical model for soil nail and soil interaction analysis\u201d Computers and Geotechnics 35 (2008) 479-488. Computers and Geotechnics, 36(4): 688. May, 2009. (PolyU) (SCI) Doi: 10.1016\/j.compgeo.2008.10.006.<\/p><p><strong>2008<\/strong><br \/>5. <b>Zhou, W.H.<\/b> and Yin, J.H. (2008) A simple mathematical model for soil nail and soil interaction analysis. Computers and Geotechnics, 35(3): 479-488. (PolyU) (SCI) Doi: 10.1016\/j.compgeo.2007.07.001.<\/p><p><strong>2007<\/strong><br \/>4. Chen, R.P., <b>Zhou, W.H.<\/b>, Cao, W.P., and Chen, Y.M. (2007) Improved hyperbolic model of load-transfer for pile-soil interface and its application in study of negative friction of single piles considering time effect. Chinese Journal of Geotechnical Engineering, 29(6): 824-830. (PolyU) (EI)<br \/>\u9648\u4ec1\u670b, <b>\u5468\u4e07\u6b22<\/b>, \u66f9\u536b\u5e73, \u9648\u4e91\u654f. (2007) \u6539\u8fdb\u7684\u6869\u571f\u754c\u9762\u8377\u8f7d\u4f20\u9012\u53cc\u66f2\u7ebf\u6a21\u578b\u53ca\u5176\u5728\u5355\u6869\u8d1f\u6469\u963b\u529b\u65f6\u95f4\u6548\u5e94\u7814\u7a76\u4e2d\u7684\u5e94\u7528. \u5ca9\u571f\u5de5\u7a0b\u5b66\u62a5, \u7b2c29\u5377\u7b2c6\u671f, 824-830.<\/p><p><strong><span style=\"vertical-align: inherit\"><span style=\"vertical-align: inherit\">2005 <\/span><\/span><\/strong><br \/><span style=\"vertical-align: inherit\"><span style=\"vertical-align: inherit\">3. Chen\uff0cRP\uff0c<b>Zhou\uff0cWH<\/b>\uff0cWang\uff0cHZ\uff0cand Chen\uff0cYM\uff082005\uff09\u7528\u5fae\u5206\u6b63\u4ea4\u65b9\u6cd5\u5bf9\u591a\u5c42\u571f\u8fdb\u884c\u4e00\u7ef4\u975e\u7ebf\u6027\u56fa\u7ed3\u3002<\/span><span style=\"vertical-align: inherit\">\u8ba1\u7b97\u673a\u4e0e\u5ca9\u571f\u5de5\u7a0b\uff0c32\uff085\uff09\uff1a358\u2013369\u3002<\/span><span style=\"vertical-align: inherit\">\uff08ZJU\uff09\uff08SCI\uff09Doi\uff1a10.1016 \/ j.compgeo.2005.05.003\u3002<\/span><\/span><br \/><span style=\"vertical-align: inherit\"><span style=\"vertical-align: inherit\">2. Chen\uff0cRP\uff0c<b>Zhou\uff0cWH<\/b>\uff0cWang\uff0cHZ\uff0cChen\uff0cYM\uff082005\uff09\u7528\u5fae\u5206\u6c42\u79ef\u6cd5\u7814\u7a76\u591a\u5c42\u571f\u7684\u4e00\u7ef4\u975e\u7ebf\u6027\u56fa\u7ed3\u3002<\/span><\/span><br \/><span style=\"vertical-align: inherit\"><span style=\"vertical-align: inherit\">\u9648\u4ec1\u670b\uff0c\u5468\u4e07\u6b22\uff0c\u738b\u5b8f\u5fd7\uff0c\u9648\u4e91\u654f\u3002<\/span><span style=\"vertical-align: inherit\">\u8ba1\u7b97\u529b\u5b66\u5b66\u62a5\uff0c22\uff083\uff09\uff1a310-315 <\/span><span style=\"vertical-align: inherit\">\u3002<\/span><span style=\"vertical-align: inherit\">\uff082005\uff09\u7528DQM\u8fd8\u539f\u6210\u5c42\u5730\u57fa\u4e00\u7ef4\u975e\u7ebf\u6027\u56fa\u7ed3\u95ee\u9898\u3002<\/span><span style=\"vertical-align: inherit\">\u8ba1\u7b97\u529b\u5b66\u5b66\u62a5\uff0c\u7b2c22\u5377\u7b2c3\u671f\uff0c310-315\u3002<\/span><\/span><\/p><p><strong><span style=\"vertical-align: inherit\"><span style=\"vertical-align: inherit\">2004 <\/span><\/span><\/strong><br \/><span style=\"vertical-align: inherit\"><span style=\"vertical-align: inherit\">1. Wang HZ\uff0cChen\uff0cRP\uff0c<b>Zhou\uff0cWH<\/b>\uff0cChen\uff0cYM\uff082004\uff09\u7528\u5dee\u5206\u6c42\u79ef\u6cd5\u8ba1\u7b97\u53cc\u5c42\u5730\u57fa\u4e2d\u7684\u4e00\u7ef4\u975e\u7ebf\u6027\u56fa\u7ed3\u3002<\/span><span style=\"vertical-align: inherit\">\u6c34\u5229\u5de5\u7a0b\u5b66\u62a5\uff0c35\uff084\uff09\uff1a8-14\u3002<\/span><\/span><br \/><span style=\"vertical-align: inherit\"><span style=\"vertical-align: inherit\">\u738b\u5b8f\u5fd7\uff0c\u9648\u4ec1\u670b\uff0c<b>\u5468\u4e07\u6b22<\/b>\uff0c\u9648\u4e91\u654f\u3002<\/span><span style=\"vertical-align: inherit\">\uff082004\uff09\u53cc\u5c42\u5730\u57fa\u4e00\u7ef4\u975e\u7ebf\u6027\u56fa\u7ed3\u7684DQM\u89e3\u3002<\/span><span style=\"vertical-align: inherit\">\u6c34\u5229\u5b66\u62a5\uff0c\u7b2c35\u5377\u7b2c4\u671f\uff0c8-14\u3002<\/span><\/span><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-7a84034 elementor-widget elementor-widget-heading\" data-id=\"7a84034\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\"><i>Books<\/i><\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c64f304 elementor-widget elementor-widget-text-editor\" data-id=\"c64f304\" data-element_type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Zhou, W.-H.<\/strong>, Yin, Z.-Y., (2022). Practice of Discrete Element Method in Soil-Structure Interface Modelling. Springer, Singapore. ISBN: 978-981-19-0046-4.<\/p><p><strong>Zhou, W.-H.<\/strong>, Yin, Z.-Y., &amp; Yuen, K.-V. (2021). Practice of Bayesian Probability Theory in Geotechnical Engineering. Springer, Singapore.ISBN: 978-981-15-9104-4.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-bcf8994 elementor-widget elementor-widget-heading\" data-id=\"bcf8994\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\"><i>Patents<\/i><\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4f62457 elementor-widget elementor-widget-text-editor\" data-id=\"4f62457\" data-element_type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<ol>\n<li>\u5468\u842c\u6b61, \u90ed\u6c38\u8208. \u4e00\u7a2e\u4e09\u7dad\u8b8a\u5f62\u6e2c\u91cf\u7684\u5149\u7e96\u5149\u67f5\u50b3\u611f\u6746\u53ca\u5176\u6e2c\u91cf\u65b9\u6cd5, 2021104974845, \u4e2d\u570b\u767c\u660e\u5c08\u5229, 2022.<\/li>\n<li><b>\u5468\u842c\u6b61<\/b>, \u90ed\u6c38\u8208. \u4e00\u7a2e\u7528\u65bc\u8b8a\u5f62\u6e2c\u91cf\u6746\u6a19\u5b9a\u7684\u7a7a\u9593\u8b8a\u5f62\u65bd\u52a0\u8207\u8b80\u53d6\u88dd\u7f6e, 2021104975072, \u4e2d\u570b\u767c\u660e\u5c08\u5229, 2021.<\/li>\n<li><strong>Zhou W. H.<\/strong>, Guo Y. X., Xiong L. Fiber Bragg Grating Displacement Sensor with Positive and Negative Bidirectional Measurement and Free from Vibration, United States Patent, 2023.<\/li>\n<li><strong>\u5468\u842c\u6b61<\/strong>, \u666f\u4fca\u8c6a, \u738b\u5586, \u674e\u79c0\u73e0. \u4e00\u7a2e\u6613\u65bc\u8abf\u6574\u9748\u654f\u5ea6\u7684\u5149\u7e96\u5149\u67f5\u50be\u659c\u611f\u6e2c\u5668, 202410377924.7, \u4e2d\u570b\u767c\u660e\u5c08\u5229, 2024.<\/li>\n<\/ol>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1a8ae73 elementor-widget elementor-widget-heading\" data-id=\"1a8ae73\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\"><i>Keynote\/Invited Speech<\/i><br><\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3902606 elementor-widget elementor-widget-text-editor\" data-id=\"3902606\" data-element_type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<table style=\"width: 100%;border: none;border-style: none\" border=\"0\" cellspacing=\"0\" cellpadding=\"0pt 5.4pt\"><tbody><tr><td style=\"width: 42.4749%\"><span style=\"font-weight: bolder;font-family: 'times new roman', times, serif\"> Invited Speaker<\/span><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\"><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\"> \u201cFiber Bragg Grating Intelligent Health Monitoring of Island Tunnel Connection Section in Marine Environment\u201d, The 8th National Symposium on Rock and Soil Engineering of Islands and Reefs , Suzhou, China, 11 May 2025.<\/span><\/td><\/tr><tr><td style=\"width: 42.4749%\"><span style=\"font-weight: bolder;font-family: 'times new roman', times, serif\"> Invited Speaker<\/span><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\"><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\"> \u201cInnovations for Settlement Prediction of the HZMB immersed Tunnel in the Ocean Environment\u201d, \u00c9cole Polytechnique F\u00e9d\u00e9rale de Lausanne, Lausanne, 27 March 2025.<\/span><\/td><\/tr><tr><td style=\"width: 42.4749%\"><span style=\"font-weight: bolder;font-family: 'times new roman', times, serif\">Invited Speaker<br \/><\/span><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\"><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\"> \u201cApplication of Bayesian Inference in Geotechnical Engineering\u201d, The 2024 Academic Forum on Sustainable Development in Geotechnical Engineering, Guangdong University of Technology, Guangzhou, 10 November 2024.<\/span><\/td><\/tr><tr><td style=\"width: 42.4749%\"><span style=\"font-weight: bolder;font-family: 'times new roman', times, serif\">Invited Speaker<\/span><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\"><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\"> \u201cApplication of Bayesian Inference in Geotechnical Engineering\u201d, Hangzhou City University, Hangzhou, 4 November 2024.<\/span><\/td><\/tr><tr><td style=\"width: 42.4749%\"><span style=\"font-weight: bolder;font-family: 'times new roman', times, serif\">Invited Speaker<\/span><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\"><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\"> \u201cSafety Performance Assessment of Immersed Tunnels under Extreme Load Conditions\u201d, The 5th National Conference on Transportation Geotechnical Engineering, Zhejiang University, Hangzhou, China, 3 November 2024.<\/span><\/td><\/tr><tr><td style=\"width: 42.4749%\"><span style=\"font-weight: bolder;font-family: 'times new roman', times, serif\">Invited Speaker<\/span><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\"><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\"> \u201cUncertainty Modeling Methods and Digital Progress of Transparent Stratigraphy in Macau\u201d, CHINA ROCK 2024, Shanghai, China, 2 November 2024.<\/span><\/td><\/tr><tr><td style=\"width: 42.4749%\"><span style=\"font-family: 'times new roman', times, serif\"><strong>Invited Speaker<\/strong><\/span><span style=\"font-family: 'times new roman', times, serif\"><strong><br \/><\/strong><\/span><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\"><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\">\u201cPractice of Bayesian Probability Theory in Geotechnical Engineering\u201d\uff0c2024 Geotechnical Engineering Sustainability Forum\uff0cGuangdong University of Technology\uff0cGuangzhou\uff0cChina\uff0c08 Nov. 2024.<\/span><\/td><\/tr><tr><td style=\"width: 42.4749%\"><span style=\"font-family: 'times new roman', times, serif\"><strong>Invited Speaker<\/strong><\/span><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\"><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\">\u201cPractice of Bayesian Probability Theory in Geotechnical Engineering\u201d\uff0cHangzhou City University\uff0cHangzhou, China\uff0c04 Nov. 2024.<\/span><\/td><\/tr><tr><td style=\"width: 42.4749%\"><span style=\"font-family: 'times new roman', times, serif\"><strong>Invited Speaker<\/strong><\/span><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\"><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\">\u00a0\u201cEvaluation of safe service performance of immersed tube tunnels under extreme loading conditions\u201d\uff0cThe Fifth National Traffic Geotechnical Engineering Conference\uff0cZhejiang University, Hangzhou, China, 02-04 Nov. 2024.<\/span><\/td><\/tr><tr><td style=\"width: 42.4749%\"><span style=\"font-family: 'times new roman', times, serif\"><strong>Invited Speaker<\/strong><\/span><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\"><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\">\u201cAdvances in modelling methodology and digitisation of transparent stratigraphic uncertainties in urban Macao\u201d\uff0cCHINA ROCK 2024\uff0cShanghai Center, Shanghai, China, 02 Nov. 2024.<\/span><\/td><\/tr><tr><td style=\"width: 42.4749%\"><span style=\"font-family: 'times new roman', times, serif\"><strong>Invited Speaker<\/strong><\/span><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\"><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\">\u201c<\/span><span style=\"font-family: 'times new roman', times, serif;font-size: 18.6667px\">Practice of Bayesian Probability Theory in Geotechnical Engineering<\/span><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\">\u201d, The 1st International Yuelu Symposium on \u201cGeotechnical and Underground Engineering\u201d, Hunan University, Changsha, China, 18 June 2024.<\/span><\/td><\/tr><tr><td style=\"width: 42.4749%;padding: 0pt 5.4pt\"><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\"><strong>Invited Speaker<\/strong><\/span><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\"><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\">\u201cLong-term deformation prediction and evaluation of deep-buried submarine tunnel\u201d,\u00a0The 7th national Geotechnical Engineering Symposium on Islands and reefs, SUN YAT-SEN\u00a0\u00a0University, Zhuhai, 10-12\u00a0May, 2024.<\/span><\/td><\/tr><tr><td style=\"width: 42.4749%;padding: 0pt 5.4pt\"><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><span style=\"font-family: 'times new roman', times, serif\"><strong style=\"text-indent: 0pt;background-color: unset\"><span style=\"font-size: 14pt\"><strong><span style=\"font-family: PMingLiU\"><span style=\"font-family: Times New Roman\">Keynote<\/span><\/span><span style=\"font-family: 'Times New Roman'\">\u00a0<\/span><span style=\"font-family: PMingLiU\"><span style=\"font-family: Times New Roman\">Speaker<\/span><\/span><\/strong><\/span><\/strong><\/span><\/p><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\"><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\">\u201cPhysics-informed Machine Learning for Long-term Settlement Prediction of HZMB Immersed Tunnel\u201d,\u00a0The 27th Annual Conference of HKSTAM 2024\/ The 19th Jiangsu \u2013 Hong Kong Forum on Mechanics and Its Application, The Hong Kong Polytechnic University, Hong Kong, 4 May, 2024.<\/span><\/td><\/tr><tr><td style=\"width: 42.4749%;padding: 0pt 5.4pt\"><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\"><strong style=\"text-indent: 0pt;background-color: unset\">Invited Speaker<\/strong><\/span><\/p><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\"><span style=\"font-family: 'times new roman', times, serif;font-size: 14pt\">\u201cLong-term settlement prediction of HZMB immersed tummel\u201d, Hunan University, Hunan, 19 Apr., 2024.<\/span><\/td><\/tr><tr style=\"height: 25.2000pt\"><td style=\"width: 42.4749%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><span style=\"font-family: 'times new roman', times, serif\"><strong style=\"text-indent: 0pt;background-color: unset\"><span style=\"font-size: 14pt\">Invited Speaker<\/span><\/strong><\/span><\/p><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-bottom: 6.0000pt;margin-left: 2.0000pt;text-indent: 0.0000pt;text-align: justify\" align=\"justify\"><span style=\"background-color: unset;font-family: 'Times New Roman';font-size: 14pt;font-weight: var( --e-global-typography-text-font-weight );text-indent: 0pt\">\u201cA flexible and generalizable method for predicting subsea immersed tunnel settlement\u201d, International Symposium on Innovations in Geotechnical Engineering towards Sustainability (IGES2023), The Hong Kong Polytechnic University, Hong Kong, 30 Nov-04 Dec, 2023.<\/span><\/p><\/td><\/tr><tr style=\"height: 25.2000pt\"><td style=\"width: 42.4749%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><strong><span style=\"font-size: 14pt\"><span style=\"font-family: PMingLiU\"><span style=\"font-family: Times New Roman\">Keynote<\/span><\/span><span style=\"font-family: 'Times New Roman'\">\u00a0<\/span><span style=\"font-family: PMingLiU\"><span style=\"font-family: Times New Roman\">Speaker<\/span><\/span><\/span><\/strong><\/p><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-bottom: 6.0000pt;margin-left: 2.0000pt;text-indent: 0.0000pt;text-align: justify\" align=\"justify\"><span style=\"font-family: 'Times New Roman';font-size: 14pt\">\u201cPhysics-informed machine learning for settlement prediction of immersed tunnels\u201d, 16th International Conference of the International Association for Computer Methods and Advances in Geomechanics, Politecnico di Torino, Italy, September 1, 2022. \u00a0<\/span><\/p><\/td><\/tr><tr style=\"height: 25.2000pt\"><td style=\"width: 42.4749%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><strong><span style=\"font-family: 'Times New Roman';font-size: 14pt\">Invited Speaker<\/span><\/strong><\/p><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-bottom: 6.0000pt;margin-left: 2.0000pt;text-indent: 0.0000pt;text-align: justify\" align=\"justify\"><span style=\"font-family: 'Times New Roman';font-size: 14pt\">\u201cUrban Underground Space and Big Data\u201d, UM Scholar Research Forum, University of Macau, Macau, April 22, 2022. <\/span><\/p><\/td><\/tr><tr style=\"height: 25.2000pt\"><td style=\"width: 42.4749%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><strong><span style=\"font-family: 'Times New Roman';font-size: 14pt\">Invited Speaker<\/span><\/strong><\/p><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-bottom: 6.0000pt;margin-left: 2.0000pt;text-indent: 0.1000pt;text-align: justify\" align=\"justify\"><span style=\"font-size: 14pt\"><span style=\"font-family: 'Times New Roman'\">\u201cDeformation Analysis of Immersed Tunnel\u201d,<\/span><span style=\"font-family: Calibri;color: #ffffff\">\u00a0<\/span><span style=\"font-family: 'Times New Roman'\">The 1<\/span><sup><span style=\"font-family: 'Times New Roman';vertical-align: super\">st<\/span><\/sup><span style=\"font-family: 'Times New Roman'\">\u00a0Macao Conference on Smart City Technologies &#8211; <\/span><span style=\"font-family: 'Times New Roman'\">Towards Smart Guangdong-Hong Kong-Macao Greater Bay Area. University of Macau, Macau. December 13, 2021. <\/span><\/span><\/p><\/td><\/tr><tr style=\"height: 25.2000pt\"><td style=\"width: 42.4749%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><strong><span style=\"font-family: 'Times New Roman';font-size: 14pt\">Invited Speaker<\/span><\/strong><\/p><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-bottom: 6.0000pt;margin-left: 2.0000pt;text-indent: 0.0000pt;text-align: justify\" align=\"justify\"><span style=\"font-family: 'Times New Roman';font-size: 14pt\">\u201cDeformation Analysis of Immersed Tunnel\u201d, International Workshop of Smart Infrastructure Development towards Smart City, China Shantou &amp; Hong Kong. Nov 20, 2021,<\/span><\/p><\/td><\/tr><tr style=\"height: 25.2000pt\"><td style=\"width: 42.4749%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><strong><span style=\"font-family: 'Times New Roman';font-size: 14pt\">Invited Speaker <\/span><\/strong><\/p><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-bottom: 6.0000pt;margin-left: 2.0000pt;text-indent: 0.0000pt;text-align: justify\" align=\"justify\"><span style=\"font-size: 14pt\"><span style=\"font-family: 'Times New Roman'\">\u201cMicro to Macro Characteristics of Interface Shearing Behavior between Granular Soil and Structure\u201d Tianjin University, <\/span><span style=\"font-family: \u5b8b\u4f53\"><span style=\"font-family: Times New Roman\">Tianjin<\/span>\uff0c<\/span><span style=\"font-family: 'Times New Roman'\">China, October 9, 2020. <\/span><\/span><\/p><\/td><\/tr><tr style=\"height: 25.2000pt\"><td style=\"width: 42.4749%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><span style=\"font-size: 14pt\"><strong><span style=\"font-family: 'Times New Roman'\">Keynote Speaker<\/span><\/strong><b><\/b><\/span><\/p><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-bottom: 6.0000pt;margin-left: 2.0000pt;text-indent: 0.0000pt;text-align: justify\" align=\"justify\"><span style=\"font-size: 14pt\"><span style=\"font-family: 'Times New Roman'\">\u201cMicro to Macro Characteristics of Interface Shearing Behavior between Granular Soil and Structure\u201d, <\/span><span style=\"font-family: \u5b8b\u4f53\"><span style=\"font-family: Times New Roman\">T<\/span><\/span><span style=\"font-family: 'Times New Roman'\">he 17<\/span><sup><span style=\"font-family: 'Times New Roman';vertical-align: super\">th<\/span><\/sup><span style=\"font-family: 'Times New Roman'\">\u00a0Chinese Society for Rock Mechanics and Engineering (CSRME) annual conference, Beijing, China, October 25, 2020.<\/span><\/span><\/p><\/td><\/tr><tr style=\"height: 25.2000pt\"><td style=\"width: 42.4749%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><span style=\"font-size: 14pt\"><strong><span style=\"font-family: 'Times New Roman'\">Invited speaker<\/span><\/strong><b><\/b><\/span><\/p><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-bottom: 6.0000pt;margin-left: 2.0000pt;text-indent: 0.0000pt;text-align: justify\" align=\"justify\"><span style=\"font-size: 14pt\"><span style=\"font-family: 'Times New Roman'\">\u201c<\/span><span style=\"font-family: 'Times New Roman'\">Uncertainty a<\/span><span style=\"font-family: PMingLiU\"><span style=\"font-family: Times New Roman\">nalysis<\/span><\/span><span style=\"font-family: 'Times New Roman'\">\u00a0in geotechnical engineering\u201d, the 2<\/span><sup><span style=\"font-family: 'Times New Roman';vertical-align: super\">nd<\/span><\/sup><span style=\"font-family: 'Times New Roman'\">\u00a0Zhuhai Civil Engineering forum, Zhuhai, China, November <\/span><span style=\"font-family: 'Times New Roman'\">16, 2019.<\/span><\/span><\/p><\/td><\/tr><tr style=\"height: 49.0500pt\"><td style=\"width: 42.4749%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><span style=\"font-size: 14pt\"><strong><span style=\"font-family: 'Times New Roman'\">Keynote speaker<\/span><\/strong><b><\/b><\/span><\/p><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 3.5500pt;text-indent: -0.0500pt;text-align: justify\" align=\"justify\"><span style=\"font-size: 14pt\"><span style=\"font-family: 'Times New Roman'\">\u201cCreep model selection for soft soils\u201d, 2<\/span><sup><span style=\"font-family: 'Times New Roman';vertical-align: super\">nd<\/span><\/sup><span style=\"font-family: 'Times New Roman'\">\u00a0International Symposium on Marine Engineering Geology, ISMEG2019, Dailian, China, October 19, 2019.<\/span><\/span><\/p><\/td><\/tr><tr style=\"height: 45.8500pt\"><td style=\"width: 42.4749%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><span style=\"font-size: 14pt\"><strong><span style=\"font-family: 'Times New Roman'\">Keynote speaker<\/span><\/strong><b><\/b><\/span><\/p><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 3.5500pt;text-indent: -0.0500pt;text-align: justify\" align=\"justify\"><span style=\"font-size: 14pt\"><span style=\"font-family: 'Times New Roman'\">\u201cSand-Structure interface shearing characteristics and multi-scale analysis\u201d, T<\/span><span style=\"font-family: 'Times New Roman'\">he 1<\/span><sup><span style=\"font-family: 'Times New Roman';vertical-align: super\">st<\/span><\/sup><span style=\"font-family: 'Times New Roman'\">\u00a0Academic Conference on Calculation and Simulation Technologies for Civil Engineering, Wuhan, China, May <\/span><span style=\"font-family: 'Times New Roman'\">25, 2019. <\/span><b><\/b><\/span><\/p><\/td><\/tr><tr style=\"height: 31.9000pt\"><td style=\"width: 42.4749%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><span style=\"font-size: 14pt\"><strong><span style=\"font-family: 'Times New Roman'\">Invited speaker<\/span><\/strong><b><\/b><\/span><\/p><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 3.5500pt;text-indent: -0.0500pt;text-align: justify\" align=\"justify\"><span style=\"font-size: 14pt\"><span style=\"font-family: 'Times New Roman'\">\u201cSilty sand \u2013 structure interface shearing behavior\u201d, <\/span><span style=\"font-family: 'Times New Roman'\">Changsha, China<\/span><span style=\"font-family: \u5b8b\u4f53\"><span style=\"font-family: Times New Roman\">,<\/span><\/span><span style=\"font-family: 'Times New Roman'\">\u00a0November 10, 2018. <\/span><b><\/b><\/span><\/p><\/td><\/tr><tr style=\"height: 35.5000pt\"><td style=\"width: 42.4749%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><strong><span style=\"font-family: 'Times New Roman';font-size: 14pt\">Invited speaker<\/span><\/strong><\/p><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 3.5500pt;text-indent: -0.0500pt;text-align: justify\" align=\"justify\"><span style=\"font-size: 14pt\"><span style=\"font-family: 'Times New Roman'\">\u201cEngineering properties of Pb contaminated soil after nZVI treatment\u201d, &#8220;Beijing-Tianjin-Hebei-Hong Kong, Macao and Taiwan&#8221; Energy Green Development and Low-Carbon City Construction Forum, <\/span><span style=\"font-family: 'Times New Roman'\">Beijing, China<\/span><span style=\"font-family: \u5b8b\u4f53\"><span style=\"font-family: Times New Roman\">,<\/span><\/span><span style=\"font-family: 'Times New Roman'\">\u00a0August 05, 2018. <\/span><\/span><\/p><\/td><\/tr><tr style=\"height: 47.7000pt\"><td style=\"width: 42.4749%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><strong><span style=\"font-family: 'Times New Roman';font-size: 14pt\">Keynote speaker<\/span><\/strong><\/p><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><span style=\"font-family: 'Times New Roman';font-size: 14pt\">\u00a0<\/span><\/p><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 3.5500pt;text-indent: -0.0500pt;text-align: justify\" align=\"justify\"><span style=\"font-size: 14pt\"><span style=\"font-family: 'Times New Roman'\">\u201c<\/span><span style=\"font-family: 'Times New Roman'\">An efficient probabilistic back-analysis method for braced excavations<\/span><span style=\"font-family: 'Times New Roman'\">\u201d, <\/span><span style=\"font-family: 'Times New Roman'\">2nd International Symposium on Asia Urban GeoEngineering (2<\/span><sup><span style=\"font-family: 'Times New Roman';vertical-align: super\">nd<\/span><\/sup><span style=\"font-family: 'Times New Roman'\">\u00a0ISAUG), Changsha, China<\/span><span style=\"font-family: \u5b8b\u4f53\"><span style=\"font-family: Times New Roman\">,<\/span><\/span><span style=\"font-family: 'Times New Roman'\">\u00a0November 26, 2017. <\/span><\/span><\/p><\/td><\/tr><tr style=\"height: 35.5000pt\"><td style=\"width: 42.4749%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 0.0000pt;text-indent: 0.0000pt\"><strong><span style=\"font-family: 'Times New Roman';font-size: 14pt\">Invited speaker <\/span><\/strong><\/p><\/td><td style=\"width: 57.5251%;padding: 0pt 5.4pt\" valign=\"top\"><p style=\"margin-left: 3.5500pt;text-indent: -0.0500pt;text-align: justify\" align=\"justify\"><span style=\"font-size: 14pt\"><span style=\"font-family: 'Times New Roman'\">\u201c<\/span><span style=\"font-family: 'Times New Roman'\">On the interface shearing behavior between granular soil and artificial rough surfaces<\/span><span style=\"font-family: 'Times New Roman'\">\u201d, 7<\/span><sup><span style=\"font-family: \u5b8b\u4f53;vertical-align: super\"><span style=\"font-family: Times New Roman\">t<\/span><\/span><\/sup><sup><span style=\"font-family: 'Times New Roman';vertical-align: super\">h<\/span><\/sup><span style=\"font-family: 'Times New Roman'\">\u00a0International Symposium on Environmental Vibration and Transportation Geodynamics (ISEV2016), <\/span><span style=\"font-family: 'Times New Roman'\">Hangzhou, China<\/span><span style=\"font-family: \u5b8b\u4f53\"><span style=\"font-family: Times New Roman\">,<\/span><\/span><span style=\"font-family: 'Times New Roman'\">\u00a0October 30, 2016.\u00a0<\/span><\/span><\/p><\/td><\/tr><\/tbody><\/table>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section data-particle_enable=\"false\" data-particle-mobile-disabled=\"false\" class=\"elementor-section elementor-top-section elementor-element elementor-element-2fa683d elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"2fa683d\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-b7efd4a\" data-id=\"b7efd4a\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap\">\n\t\t\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-8d36582\" data-id=\"8d36582\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-5c543cc elementor-widget elementor-widget-image\" data-id=\"5c543cc\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img loading=\"lazy\" decoding=\"async\" width=\"2041\" height=\"176\" src=\"https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/iotsc.png\" class=\"attachment-2048x2048 size-2048x2048 wp-image-1484\" alt=\"\" srcset=\"https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/iotsc.png 2041w, https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/iotsc-300x26.png 300w, https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/iotsc-1024x88.png 1024w, https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/iotsc-768x66.png 768w, https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/iotsc-1536x132.png 1536w, https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/iotsc-1200x103.png 1200w, https:\/\/www.fst.um.edu.mo\/personal\/wp-content\/uploads\/2020\/07\/iotsc-1980x171.png 1980w\" sizes=\"(max-width: 34.9rem) calc(100vw - 2rem), (max-width: 53rem) calc(8 * (100vw \/ 12)), (min-width: 53rem) calc(6 * (100vw \/ 12)), 100vw\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Home Biography Research achievement Group Misc Home Biography Research achievement Group Misc Achievement Word TOP 2% Scientists in Civil Engineering (2022, 2023 and 2024) Fundings \u00a0 Principal Investigator: \u201cDevelopment and Application of Digital Base of Underground Space in High Density Cities\u201d,\u00a0 Science and Technology Development Fund (FDCT), Macau SAR.Grant No.: 0082\/2024\/RIB2, Duration:09\/05\/2025-08\/09\/2028, Status: Ongoingg. Principal &hellip; <\/p>\n<p class=\"link-more\"><a href=\"https:\/\/www.fst.um.edu.mo\/personal\/wanhuanzhou\/achievement\/\" class=\"more-link\">Continue reading<span class=\"screen-reader-text\"> &#8220;Achievement&#8221;<\/span><\/a><\/p>\n","protected":false},"author":82,"featured_media":0,"parent":1550,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"elementor_canvas","meta":{"footnotes":"","_links_to":"","_links_to_target":""},"class_list":["post-1791","page","type-page","status-publish","hentry","entry"],"_links":{"self":[{"href":"https:\/\/www.fst.um.edu.mo\/personal\/wp-json\/wp\/v2\/pages\/1791","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.fst.um.edu.mo\/personal\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.fst.um.edu.mo\/personal\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.fst.um.edu.mo\/personal\/wp-json\/wp\/v2\/users\/82"}],"replies":[{"embeddable":true,"href":"https:\/\/www.fst.um.edu.mo\/personal\/wp-json\/wp\/v2\/comments?post=1791"}],"version-history":[{"count":10,"href":"https:\/\/www.fst.um.edu.mo\/personal\/wp-json\/wp\/v2\/pages\/1791\/revisions"}],"predecessor-version":[{"id":53490,"href":"https:\/\/www.fst.um.edu.mo\/personal\/wp-json\/wp\/v2\/pages\/1791\/revisions\/53490"}],"up":[{"embeddable":true,"href":"https:\/\/www.fst.um.edu.mo\/personal\/wp-json\/wp\/v2\/pages\/1550"}],"wp:attachment":[{"href":"https:\/\/www.fst.um.edu.mo\/personal\/wp-json\/wp\/v2\/media?parent=1791"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}