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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]:
9
TC[Scopus]:
9
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