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Full-Model-Free Adaptive Graph Deep Deterministic Policy Gradient Model for Multi-Terminal Soft Open Point Voltage Control in Distribution Systems Journal article
WU Huayi, XU Zhao, WANG Minghao, JIA Youwei. Full-Model-Free Adaptive Graph Deep Deterministic Policy Gradient Model for Multi-Terminal Soft Open Point Voltage Control in Distribution Systems[J]. Journal of Modern Power Systems and Clean Energy, 2024.
Authors:  WU Huayi;  XU Zhao;  WANG Minghao;  JIA Youwei
Adobe PDF | Favorite |   IF:5.7/5.4 | Submit date：2024/06/12
Rate-dependent behavior of a saturated reconstituted clay under different over-consolidation ratios and sample variance Journal article
Wu, Shengshen, Lok, Thomas, Xu, Youwei, Wang, Weigang, Wu, Bisheng. Rate-dependent behavior of a saturated reconstituted clay under different over-consolidation ratios and sample variance[J]. Acta Geotechnica, 2021, 16(11), 3425-3438.
Authors:  Wu, Shengshen;  Lok, Thomas;  Xu, Youwei;  Wang, Weigang;  Wu, Bisheng
Favorite | TC[WOS]:8 TC[Scopus]:7  IF:5.6/6.0 | Submit date：2021/12/08
Excess Pore Pressure  Overconsolidation Ratio  Sample Variance  Shear Strength  Shearing Rate  
Rate-dependent behaviour of a saturated clay under different stress histories and k 0 conditions Journal article
Wu,Shengshen, Lok,Thomas, Xu,Youwei, Wang,Dong. Rate-dependent behaviour of a saturated clay under different stress histories and k 0 conditions[J]. Acta Geotechnica, 2019, 15(6), 1501-1512.
Authors:  Wu,Shengshen;  Lok,Thomas;  Xu,Youwei;  Wang,Dong
Favorite | TC[WOS]:10 TC[Scopus]:10  IF:5.6/6.0 | Submit date：2021/03/11
K0-consolidated  Over-consolidation Ratios  Shear Strength  Strain Rate  Triaxial