UM

Browse/Search Results:  1-10 of 12 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  
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  
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.  
Analytical solutions to the axisymmetrical consolidation of unsaturated soils Journal article
Wan-Huan Zhou, Lin-Shuang Zhao, Thomas Man-Hoi Lok, Guo-xiong Mei, Xiao-Bo Li. Analytical solutions to the axisymmetrical consolidation of unsaturated soils[J]. Journal of Engineering Mechanics, 2017, 144(1).
Authors:  Wan-Huan Zhou;  Lin-Shuang Zhao;  Thomas Man-Hoi Lok;  Guo-xiong Mei;  Xiao-Bo Li
Favorite | TC[WOS]:32 TC[Scopus]:33 | Submit date:2018/12/21
Unsaturated Soil  Axisymmetrical Consolidation  Analytical Solution  Free Strain  Equal Strain  
Analytical solutions to the axisymmetric consolidation of a multi-layer soil system under surcharge combined with vacuum preloading Journal article
Wan-Huan Zhou, Thomas Man-Hoi Lok, Lin-Shuang Zhao, Guo-xiong Mei, Xiao-Bo Li. Analytical solutions to the axisymmetric consolidation of a multi-layer soil system under surcharge combined with vacuum preloading[J]. GEOTEXTILES AND GEOMEMBRANES, 2017, 45(5), 487-498.
Authors:  Wan-Huan Zhou;  Thomas Man-Hoi Lok;  Lin-Shuang Zhao;  Guo-xiong Mei;  Xiao-Bo Li
Favorite | TC[WOS]:48 TC[Scopus]:54  IF:4.7/4.6 | Submit date:2018/10/30
Geosynthetics  Analytical Solution  Axisymmetric Consolidation  Multi-layer Soil System  Surcharge Combined Vacuum Preloading  
Generalized analytical solution for the consolidation of unsaturated soil under partially permeable boundary conditions Journal article
Wan-Huan Zhou, Lin-Shuang Zhao, Ankit Garg, Ka-Veng Yuen. Generalized analytical solution for the consolidation of unsaturated soil under partially permeable boundary conditions[J]. International Journal of Geomechanics, 2017, 17(9).
Authors:  Wan-Huan Zhou;  Lin-Shuang Zhao;  Ankit Garg;  Ka-Veng Yuen
Favorite | TC[WOS]:47 TC[Scopus]:49  IF:3.3/3.5 | Submit date:2018/12/21
Unsaturated Soil  Time-dependent Boundary Condition  Consolidation  Degree Of Drainage  Analytical Solution  Partial Drainage  
Consolidation of Two-Layer System for Unsaturated Soil with Differential Quadrature Method Conference paper
Zhou, W. H., Zhao, L. S.. Consolidation of Two-Layer System for Unsaturated Soil with Differential Quadrature Method[C], Reston, VA:American Society of Civil Engineers (ASCE), 2014.
Authors:  Zhou, W. H.;  Zhao, L. S.
Favorite |  | Submit date:2022/08/20
soil consolidation  differential quadrature method  two-layer system  unsaturated soil  
One-dimensional consolidation of unsaturated soil subjected to time-dependent loading with various initial and boundary conditions Journal article
Zhou Wanhuan, Zhao Linshuang. One-dimensional consolidation of unsaturated soil subjected to time-dependent loading with various initial and boundary conditions[J]. International Journal of Geomechanics, 2014, 14(2), 291.
Authors:  Zhou Wanhuan;  Zhao Linshuang
Favorite | TC[WOS]:79 TC[Scopus]:88 | Submit date:2018/10/30
Boundary Condition  Differential Quadrature Method  Initial Condition  One-dimensional Consolidation  Time-dependent Loading  Unsaturated Soil  
A simple analytical solution to one-dimensional consolidation for unsaturated soils Journal article
Zhou W.-H., Zhao L.-S., Li X.-B.. A simple analytical solution to one-dimensional consolidation for unsaturated soils[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2014, 38(8), 794-810.
Authors:  Zhou W.-H.;  Zhao L.-S.;  Li X.-B.
Favorite | TC[WOS]:72 TC[Scopus]:80 | Submit date:2018/10/30
Analytical Solution  Boundary Condition  Initial Condition  One-dimensional Consolidation  Ramp Loading  Unsaturated Soil  
Experimental Study on Vacuum Preloading with Combination of Fill Surcharge Conference paper
Wan-Huan Zhou, Guo-Xiong Mei. Experimental Study on Vacuum Preloading with Combination of Fill Surcharge[C], 2012.
Authors:  Wan-Huan Zhou;  Guo-Xiong Mei
Favorite | TC[Scopus]:0 | Submit date:2019/04/09
Anisotropy  Vacuum Preloading  Soil Consolidation  Soil Improvement  Stress Path