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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  
Undrained behavior of Macau Marine clay with various strain rates and different stress histories Book chapter
出自: Lecture Notes in Civil Engineering, Berlin, Germany:Springer, 2018, 页码:816-826
Authors:  Wu,Shengshen;  Lok,Thomas;  Zhou,Annan
Favorite | TC[Scopus]:1 | Submit date：2021/03/11
Over-consolidation Ratios  Shear Strength  Strain Rate  Triaxial  
Variation of shear wave velocity of Macao marine clay during secondary consolidation Conference paper
Thomas M.H. Lok, Xuantao Shi, Shengshen Wu. Variation of shear wave velocity of Macao marine clay during secondary consolidation[C], 2016, 587-590.
Authors:  Thomas M.H. Lok;  Xuantao Shi;  Shengshen Wu
Favorite | TC[Scopus]:3 | Submit date：2019/06/06
Shear Wave Velocity  Marine Clay  Bender Element  Oedometer  Secondary Consolidation