Semi-analytical solution to one-dimensional consolidation for unsaturated soils with semi-permeable drainage boundary under time-dependent loading-Reference-Cited by-同舟云学术

Semi-analytical solution to one-dimensional consolidation for unsaturated soils with semi-permeable drainage boundary under time-dependent loading

Published:2017-04-26 Issue:16 Volume:41 Page:1636-1655
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:

Wang L.¹²,Sun D. A.²^ORCID,Qin A. F.²,Xu Y. F.³

Affiliation:

1. College of Urban Railway Transportation; Shanghai University of Engineering Science; Shanghai 201620 China

2. Department of Civil Engineering; Shanghai University; Shanghai 200444 China

3. Department of Civil Engineering; Shanghai Jiao Tong University; Shanghai 200240 China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

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

Reference24 articles.

3. Simultaneous consolidation of contiguous layers of unlike compressible soils;Gray;Trans. ASCE,1945

4. One-dimensional consolidation of layered systems;Schiffman;Journal of Soil Mechanics and Foundation Engineering, ASCE,1970

5. Consolidation of ground with partially penetrated vertical drains;Tang;Geotechnical Engineering,1998

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