VERIFICATION OF THE ELASTOPLASTIC-VISCOPLASTIC BOUNDING SURFACE MODEL FOR COHESIVE SOILS

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概要

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• Verification analyses associated with the elastoplastic-viscoplastic bounding surface model for isotropic cohesive soils, which was developed in an earlier paper, are presented. Following a brief overview of its theoretical aspects and numerical implementation, the simulative and predictive capabilities of this model are described. It is shown that the model can realistically simulate and predict drained and undrained creep and stress relaxation, strain rate effects, and secondary consolidation.

• 社団法人地盤工学会の論文
• 1990-09-15

著者

• Dafalias Yannis

  Engineering Science Department Of Civil Engineering University Of California:department Of Engineeri

• KALIAKIN VICTOR

  Department of Civil Engineering, University of Delaware

• Kaliakin Victor

  Department Of Civil Engineering University Of Delaware

関連論文

• THEORETICAL ASPECTS OF THE ELASTOPLASTIC-VISCOPLASTIC BOUNDING SURFACE MODEL FOR COHESIVE SOILS
• VERIFICATION OF THE ELASTOPLASTIC-VISCOPLASTIC BOUNDING SURFACE MODEL FOR COHESIVE SOILS
• FAILURE MECHANISM IN GEOGRID-REINFORCED SEGMENTAL WALLS : EXPERIMENTAL IMPLICATIONS

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