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- W607058151 abstract "An elasto-plastic constitutive relationship has been developed for dense sand which accounts for the effect of stress-path and insitu stress condition. Axi-symmetric stress condition has been taken. Any stress-path is considered to consist of two components, consolidation and shear, and the deformation due to both are summed up to obtain the total effect. The predictions of the results have been compared with experimental data available in the literature. It is shown that the constitutive relationship is capable of predicting the behaviour of dense sand satisfactorily. For the covering abstract of the conference see IRRD 287689. (Author/TRRL)" @default.
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- W607058151 date "1985-01-01" @default.
- W607058151 modified "2023-09-26" @default.
- W607058151 title "ELASTO-PLASTIC CONSTITUTIVE MODEL FOR DENSE SAND. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985" @default.
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