Analytical theory for one-dimensional consolidation of clayey soils exhibiting rheological characteristics under time-dependent loading-Reference-Cited by-同舟云学术

Analytical theory for one-dimensional consolidation of clayey soils exhibiting rheological characteristics under time-dependent loading

Published:2008-10-10 Issue:14 Volume:32 Page:1833-1855
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:

Xie Kang-He,Xie Xin-Yu,Li Xi-Bin

Publisher

Wiley

Subject

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

Reference13 articles.

1. Consolidation of soils under time dependent loading and varying permeability;Shifftman;Proceedings Highway Research,1958

2. Consolidation under time-dependent loading;Olson;Journal of Geotechnical Engineering Division,1977

3. Consolidation of soils under cyclic loading;Wilson;Canadian Geotechnical Journal,1974

4. Consolidation theory of cyclic loading;Baligh;Journal of Geotechnical Engineering Division,1978

5. Favaretti M, Soranzo M. A simplified consolidation theory in cyclic loading conditions. Proceedings of International Symposium on Compression and Consolidation of Clayey Soils, vol. 1, Japan, 1995; 405-409.

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