Some Bearing Capacity Characteristics of a Structured Naturally Deposited Clay Soil
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference25 articles.
1. The analysis of failure of a normally consolidated clay foundation under embankment loading;Asaoka;Soils and Foundations,1986
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3. Bearing capacity of foundations on clays by the rigid plastic finite element model;Asaoka;Proc. 4th Int. Symp. Num. Models Geomech.-NUMOG IV,1992
4. Soil-water coupled behaviour of saturated clay near/at critical state;Asaoka;Soils and Foundations,1994
5. Imperfection-sensitive bifurcation of Cam-clay under plane strain compression with undrained boundaries;Asaoka;Soils and Foundations,1995
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