Bearing Capacity Analysis of a Normally Consolidated Clay Foundation-Reference-Cited by-同舟云学术

Bearing Capacity Analysis of a Normally Consolidated Clay Foundation

Published:1987-09 Issue:3 Volume:27 Page:58-70
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Asaoka Akira,Ohtsuka Satoru

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference13 articles.

1. The analysis of failure of a normally consolidated clay foundation under embankment loading;Asaoka;Soils and Foundations,1986

2. The influence of the provisions for boundary drainage on strength and consolidation characteristics of soil measured in the triaxial apparatus;Bishop,1963

3. Influence of duration of tests at constant rate of strain on measured “drained” strength;Gibson;Geotechnique,1954

4. DACSAR F. E. M. Program Manual, Dept. of Civil Engineering, Kyoto University;Ohta,1983

5. Anisotropy of undrained shear strength of clays under axi-symmetric loading conditions;Ohta;Soils and Foundations,1985

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