Prediction of potential vertical swell of expansive soils using a triaxial stress path cell-Reference-Cited by-同舟云学术

Prediction of potential vertical swell of expansive soils using a triaxial stress path cell

Published:1999-02 Issue:1 Volume:32 Page:45-54
ISSN:1470-9236
Container-title:Quarterly Journal of Engineering Geology and Hydrogeology
language:en
Short-container-title:Quarterly Journal of Engineering Geology and Hydrogeology

Author:

Al-Shamrani Mosleh A.,Al-Mhaidib Abdullah I.

Publisher

Geological Society of London

Subject

Earth and Planetary Sciences (miscellaneous),Geology,Geotechnical Engineering and Engineering Geology

Reference23 articles.

1. Determination of swell potential of Al-Qatif clay.;Geotechnical Testing Journal, ASTM,,1993

2. Bishop, A. W. & Henkel. D. J. 1962. The Measurement of Soil Properties in the Triaxial Test. , 2nd Edn, Arnold, London.

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

4. Effective stress evaluation for unsaturated soils.;Journal Of the Soil Mechanics and Foundation Division. ASCE,,1967

5. Booth, A. R. 1976. Compaction And Preparation of Soil Specimens For Oedometer Testing, Soil Specimen Preparation For Laboratory Testing, ASTM, STP599, 216–228.

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