English | 繁體

Search in the results

UM

Browse/Search Results:  1-10 of 25 Help

Selected(0)Clear Items/Page:    Sort:
One-dimensional self-weight consolidation of layered soil under variable load and semi-permeable boundary condition Journal article
Chen,Hong Xin, Feng,Shi Jin, Zhu,Zhang Wen, Gao,Liang, Chen,Zhang Long, Wang,Shu Rui. One-dimensional self-weight consolidation of layered soil under variable load and semi-permeable boundary condition[J]. Computers and Geotechnics, 2023, 159, 105431.
Authors:  Chen,Hong Xin;  Feng,Shi Jin;  Zhu,Zhang Wen;  Gao,Liang;  Chen,Zhang Long; et al.
Favorite | TC[WOS]:6 TC[Scopus]:6  IF:5.3/5.7 | Submit date：2023/08/03
Analytical Solution  Horizontal Drain  Layered Soil  Self-weight Consolidation  Variable Load  
Multi-Tier Workload Consolidations in the Cloud: Profiling, Modeling and Optimization Journal article
Ye, Kejiang, Shen, Haiying, Wang, Yang, Xu, Cheng Zhong. Multi-Tier Workload Consolidations in the Cloud: Profiling, Modeling and Optimization[J]. IEEE Transactions on Cloud Computing, 2022, 10(2), 899-912.
Authors:  Ye, Kejiang;  Shen, Haiying;  Wang, Yang;  Xu, Cheng Zhong
Favorite | TC[WOS]:14 TC[Scopus]:10  IF:5.3/4.6 | Submit date：2022/08/05
Cloud Computing  Multi-tier Workload  Server Consolidation  Tail Latency  
Analysis of one-dimensional nonlinear consolidation of a saturated lumpy porous clay layer Journal article
Wang, A. qiang, Hu, Ya yuan, Zhou, Wan huan, Liu, Xing wang. Analysis of one-dimensional nonlinear consolidation of a saturated lumpy porous clay layer[J]. Computers and Geotechnics, 2021, 140, 104458.
Authors:  Wang, A. qiang;  Hu, Ya yuan;  Zhou, Wan huan;  Liu, Xing wang
Favorite | TC[WOS]:3 TC[Scopus]:3  IF:5.3/5.7 | Submit date：2021/12/08
Double Porosity  Finite Element Modelling  Mixture Theory  Nonlinear Consolidation  Saturated Lumpy Porous Clay  
Modeling of Pervious Pile-Supported Embankment Under the Consolidation Process Conference paper
Yanrou Guo, Jessica U. N. Ieong,, Zan Zhou, Thomas M. H. Lok. Modeling of Pervious Pile-Supported Embankment Under the Consolidation Process[C]:Springer, Cham, 2021, 23-30.
Authors:  Yanrou Guo;  Jessica U. N. Ieong,;  Zan Zhou;  Thomas M. H. Lok
Favorite | TC[Scopus]:0 | Submit date：2022/05/13
Consolidation  Pervious Pile  Stress Concentration  
Analytical solution for the consolidation of unsaturated soil considering thermal changes Conference paper
Zhao, Lin-Shuang, Zhou W.-H.. Analytical solution for the consolidation of unsaturated soil considering thermal changes[C], 2019.
Authors:  Zhao, Lin-Shuang;  Zhou W.-H.
Favorite | TC[Scopus]:0 | Submit date：2021/03/11
Analytical Solution  Consolidation  Energy Pile  Thermal Change  Unsaturated Soil  
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  
Bank Consolidation and Interest Rate Pass-Through: Evidence from Singapore and Malaysia Journal article
Jingya Li, Ming-Hua Liu. Bank Consolidation and Interest Rate Pass-Through: Evidence from Singapore and Malaysia[J]. Journal of Financial Studies, 2019, 27(2), 1-31.
Authors:  Jingya Li;  Ming-Hua Liu
Favorite |  | Submit date：2019/09/05
Bank Competition  Bank Consolidation  Interest Rate Pass-through  Malaysia Banks  Singapore Banks  
Value relevance of proportionate consolidation versus the equity method: Evidence from Hong Kong Journal article
Stella So, Kar Shun Wong, Feida (Frank) Zhang, Xu Zhang. Value relevance of proportionate consolidation versus the equity method: Evidence from Hong Kong[J]. China Journal of Accounting Research, 2018, 11(4), 255-278.
Authors:  Stella So;  Kar Shun Wong;  Feida (Frank) Zhang;  Xu Zhang
Favorite | TC[WOS]:4 TC[Scopus]:3  IF:1.9/3.4 | Submit date：2019/08/02
Value Relevance  Proportional Consolidation Method  Equity Method  Financial Statements  
Analytical Solutions to the Axisymmetric Consolidation of Unsaturated Soils Journal article
Zhou, W. H., Zhao, L.S., Lok, M. H., Mei, G.X. , Li, X.B. Analytical Solutions to the Axisymmetric Consolidation of Unsaturated Soils[J]. Journal of Engineering Mechanics, 2018, 04017152-1- 04017152-11.
Authors:  Zhou, W. H.;  Zhao, L.S.;  Lok, M. H.;  Mei, G.X. ;  Li, X.B
Favorite |   IF:3.3/3.0 | Submit date：2022/08/20
Unsaturated soil  Axisymmetrical consolidation  Analytical solution  Free strain  Equal strain.  
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