A model for the volume change behavior of heavily compacted swelling clays-Reference-Cited by-同舟云学术

A model for the volume change behavior of heavily compacted swelling clays

Published:2002-05 Issue:2-3 Volume:64 Page:233-250
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Cui Y.J,Yahia-Aissa M,Delage P

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference12 articles.

1. Special problem soils. General report;Alonso,1987

2. A constitutive model for partially saturated soils;Alonso;Géotechnique,1990

3. Experimental behaviour of highly expansive double-structure clay;Alonso,1995

4. Atabek, R.B., Félix, B., Robinet, J.C., Lahlou, R., 1991. Rheological behaviour of saturated expansive clay materials. Workshop on Stress Partitioning in Engineered Clay Barriers, Duke University, Durham, NC.

5. Swell under load;Brackley,1975

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