Experimental study of lateral restraint effects on the potential heave of expansive soils-Reference-Cited by-同舟云学术

Experimental study of lateral restraint effects on the potential heave of expansive soils

Published:2003-04 Issue:1-2 Volume:69 Page:63-81
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Al-Shamrani Mosleh A,Dhowian Abdulmohsin W

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference32 articles.

1. A quantitative description of the stress deformation behavior of expansive soils;Aitchison,1973

2. Swelling behavior under oedometric and triaxial loading conditions;Al-Shamrani,2000

3. A hydraulic triaxial apparatus for controlled stress path testing;Bishop;Geotechnique,1975

4. Effective stress evaluation for unsaturated soils;Blight;Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers,1967

5. Swell under load;Brackley,1975

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