Mineral Dissolution and the Evolution of k0-Reference-Cited by-同舟云学术

Mineral Dissolution and the Evolution of k0

Published:2009-08 Issue:8 Volume:135 Page:1141-1147
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Shin Hosung¹²,Santamarina J. Carlos¹²

Affiliation:

1. Graduate Student, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332 (corresponding author).

2. Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000053

Reference34 articles.

1. At rest lateral earth pressure of a consolidating clay;Abdelhamid M. S.;J. Geotech. Engrg. Div.,1976

2. Factors affecting coefficient of earth pressure k0;Andrawes K. Z.;J. Soil Mech. and Found. Div.,1973

3. Berre T. Tunbridge L. and Hoeg K. (1995). “The measurement of small strains and the k0 value in triaxial tests on clay-shales.” Proc. 8th Int. Cong. Rock Mechanics Taylor & Francis Tokyo Vol. 3 1195–1199.

4. Bishop A. W. and Eldin A. K. G. (1953). “The effect of stress history on the relation between φ and porosity in sand.” Proc. 3rd Int. Conf. on Soil Mechanics and Foundation Engineering Zurich Vol. 1 100–105.

5. Earth Pressures at Rest Related to Stress History

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