Plane Strain and Axially Symmetric Consolidation in Unsaturated Soils-Reference-Cited by-同舟云学术

Plane Strain and Axially Symmetric Consolidation in Unsaturated Soils

Published:2006-03 Issue:2 Volume:6 Page:131-135
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Conte Enrico¹

Affiliation:

1. Associate Professor, Faculty of Engineering, Univ. of Calabria, Rende, Cosenza 87030, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282006%296%3A2%28131%29

Reference11 articles.

1. The principle of effective stress;Bishop A. W.;Tek. Ukeblad,1959

2. Finite layer analysis of consolidation. II

3. Consolidation analysis for unsaturated soils

4. A COMPARISON OF THE THREE-DIMENSIONAL CONSOLIDATION THEORIES OF BIOT AND TERZAGHI

5. Dakshanamurthy V. Fredlund D. G. and Rahardjo H. (1984). “Coupled three-dimensional consolidation theory of unsaturated porous media.” Proc. 5th Int. Conf. on Expansive Soils American Society of Civil Engineering Adelaide Australia 99–103.

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