Relationship betweenK0and overconsolidation ratio: a theoretical approach-Reference-Cited by-同舟云学术

Relationship betweenK0and overconsolidation ratio: a theoretical approach

Published:2002-04 Issue:3 Volume:52 Page:225-230
ISSN:0016-8505
Container-title:Géotechnique
language:en
Short-container-title:Géotechnique

Author:

Sivakumar V.,Doran I. G.,Graham J.,Navaneethan T.

Publisher

Thomas Telford Ltd.

Subject

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

Reference14 articles.

1. Bolton, M. D. (1991).Geotechnical stress analysis for bridge and abutment design, Contractor Report 270. Crowthorne: Transport and Road Research Laboratory.

2. Earth Pressures at Rest Related to Stress History

3. Estimation of in situ stresses using anisotropic elasticity and suction measurements

4. Laboratory evaluation of K0 for overconsolidated clays

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