Hydro-mechanical behavior of undisturbed collapsible loessial soils under different stress state conditions-Reference-Cited by-同舟云学术

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Hydro-mechanical behavior of undisturbed collapsible loessial soils under different stress state conditions

Published:2015-09 Issue: Volume:195 Page:28-41
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Garakani Amir Akbari^ORCID,Haeri S. Mohsen,Khosravi Ali,Habibagahi Ghassem

Funder

Sharif University of Technology

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference42 articles.

1. A constitutive model for partially saturated soils;Alonso;Geotechnique,1990

2. Standard test method for capillary–moisture relationships for coarse and medium textured soils by porous-plate apparatus;ASTM D2325,1968

3. Standard Practice for Description and Identification of Soils (Visual–Manual Procedure);ASTM D2488,2000

4. The principle of effective stress;Bishop,1959

5. Shear Strength Behavior of a Reconstituted Partially Saturated Clayey Silt;Boso,2005

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