Theory of one dimensional consolidation of two-layered soil with partially drained boundaries-Reference-Cited by-同舟云学术

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Theory of one dimensional consolidation of two-layered soil with partially drained boundaries

Published:1999-06 Issue:4 Volume:24 Page:265-278
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Xie Kang-He,Xie Xin-Yu,Gao Xiang

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference5 articles.

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

2. One-dimensional consolidation of layered systems;Schiffman;JSMFD ASCE,1970

3. A study on one dimensional consolidation of layered systems;Lee;Int. Journal of Numerical and Analytical Methods in Geomechanics,1992

4. Theory of one dimensional consolidation of double-layered ground and its applications;Xie;Chinese J. of Geotechnical Engrg.,1994

5. Theory of one dimensional consolidation of layered soils under variable loading;Xie;Chinese J. of Geotechnical Engrg.,1995

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1. Insight into nonlinear thermal consolidation of saturated clay under coupled thermo-mechanical loading: a unified one-dimensional model;Acta Geotechnica;2024-08-18

2. Combined Effect of Non-Darcian Flow and Semipermeable Drainage Boundaries on One-Dimensional Consolidation of Unsaturated Soil;International Journal of Geomechanics;2024-08

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