Consolidation in spatially random unsaturated soils based on coupled flow-deformation simulation-Reference-Cited by-同舟云学术

Consolidation in spatially random unsaturated soils based on coupled flow-deformation simulation

Published:2016-09-14 Issue:5 Volume:41 Page:682-706
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Cheng Y.¹,Zhang L.L.²,Li J.H.³,Zhang L.M.⁴,Wang J.H.⁵,Wang D.Y.⁶

Affiliation:

1. State Key Laboratory of Ocean Engineering, Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration, Department of Civil Engineering; Shanghai Jiaotong University; 800 Dongchuan Road Shanghai China

2. State Key Laboratory of Ocean Engineering, Civil Engineering Department; Shanghai Jiaotong University; 800 Dongchuan Road Shanghai China

3. Department of Civil and Environmental Engineering; Harbin Institute of Technology Shenzhen Graduate School; Shenzhen China

4. Department of Civil and Environmental Engineering; Hong Kong University of Science and Technology; Hong Kong

5. State Key Laboratory of Ocean Engineering; Shanghai Jiaotong University; 800 Dongchuan Road Shanghai China

6. Department of Geotechnical Engineering; Southwest Jiaotong University; Chengdu China

Funder

National Basic Research Program of China

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference67 articles.

1. A numerical study of coupled consolidation in unsaturated soils;Wong;Canadian Geotechnical Journal,1998

2. Use of coupled finite element analysis in unsaturated soil problems;Ng;International Journal for Numerical and Analytical Methods in Geomechanics,2000

3. A full coupled finite element analysis of water-table fluctuation and land deformation in partially saturated soils due to surface loading;Kim;International Journal for Numerical Methods in Engineering,2000

4. Consolidation analysis for unsaturated soils;Conte;Canadian Geotechnical Journal,2004

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