Consolidation Deformation Behavior of Lightly and Heavily Overconsolidated Clay Foundations
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference22 articles.
1. Numerical analysis of multidimensional consolidation accompanied with elasto-plastic constitutive equation;Akai,1978
2. Soil-water coupled behavior of saturated clay near/at critical state;Asaoka;Soils and Foundations,1994
3. Imperfection sensitive bifurcation of Cam-Clay under plane strain compression with undrained boundaries;Asaoka;Soils and Foundations,1995
4. Soil-Water coupled behavior of heavily overconsolidated clay near/at critical state;Asaoka;Soils and Foundations,1997
5. Effects of changes in geometry on the linear elastic consolidation deformation;Asaoka;Soils and Foundations,1997
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