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- W645382826 abstract "A general microplane model for triaxial behavior of soils is presented. The constitutive properties are characterized in terms of the stress and strain components on planes of various orientations in the material (microplanes), and the macroscopic response is obtained by integration of the contribution of the microplanes over all spatial directions. The microplane strains are assumed to be the resolved components of the macroscopic strain tensor, and the response of the microplane is assumed to depend on the volumetric strain. The predicted results are verified with data from standard and true triaxial drained tests of overconsolidated clay, taken from the literature. The results obtained from the model for the stress strain as well as the volume change response are in good agreement with the experimental data. For the covering abstract of this conference see IRRD 824029." @default.
- W645382826 created "2016-06-24" @default.
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- W645382826 date "1989-01-01" @default.
- W645382826 modified "2023-09-28" @default.
- W645382826 title "MICROPLANE MODEL FOR TRIAXIAL DEFORMATION OF SOILS. NUMERICAL MODELS IN GEOMECHANICS. NUMOG III. PROCEEDINGS OF THE 3RD INTERNATIONAL SYMPOSIUM HELD AT NIAGARA FALLS, CANADA, 8-11 MAY 1989" @default.
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