Coupling Analyses of Limiting Equilibrium State for Normally Consolidated and Lightly Overconsolidated Soils
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference15 articles.
1. The analysis of failure of a normally consolidated clay foundation under embankment loading;Asaoka;Soils and Foundations,1986
2. Bearing capacity analysis of a normally consolidated clay foundation;Asaoka;Soils and Foundations,1987
3. Predictions of the non-homogeneous behaviour of clay in the triaxial test;Carter;Géotechnique,1982
4. Mathematical Models for the Analysis and Optimization of Elastoplastic Structure;Cyras,1983
5. Shakedown theory in perfect elastoplasticity with associated and nonassociated flow-laws: a finite element, linear programming approach;Maier;Meccanica,1969
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