Future Electricity Supply for Smart City
Future Electricity Supply for Smart City
https://www.fst.um.edu.mo/wp-content/uploads/2020/06/sem20190103_01.jpg
35 events found.
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Recent Progress on Deep Learning Based Face Recognition, Analysis and Translation
Recent Progress on Deep Learning Based Face Recognition, Analysis and Translation
Instructors/Speakers Prof. Linlin SHEN Shenzhen University Shenzhen China Abstract In this talk, I will mainly introduce deep learning and its applications in face recognition, analysis and translation. The history of face recognition using hand-crafted features and deep neural networks will be firstly briefed. Publicly available face datasets for both training and testing will be introduced. The most recent progress about the performance of facial recognition algorithms and their real applications will be followed. The methodologies to address face spoofing and classification of facial attributes including age, gender and expressions will be explored. Finally, the progress about face translation using GAN, pix2pix, starGAN and our proposed GAN will be presented. Biography Prof. Linlin Shen is currently a professor at Computer Science ...
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Infiltration and excess pore water pressure in front of a tunnel boring machine (TBM): Experiments, Mechanisms and Computational models
Infiltration and excess pore water pressure in front of a tunnel boring machine (TBM): Experiments, Mechanisms and Computational models
Instructors/Speakers Dr. Tao XU Post-Doctoral Fellow Faculty of Engineering and Architecture Ghent University Belgium Abstract The Tunnel Boring Machine (TBM) tunneling technique has been developed to construct tunnels that require strict settlement control, for example, in urban areas with a large amount of buildings, historic areas etc. When tunneling with a TBM in saturated sand, groundwater flow into the excavation face needs to be impeded. Both stability of the tunnel face and limitation of the groundwater flow are achieved by pressurizing the drilling fluid at the tunnel face. Due to the pressure difference between the excavation chamber of the TBM and the ground, drilling fluid (slurry or foam) will infiltrate into the ground and thus there will be a flow ...