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- W2364660458 abstract "Based on the isotropic elastoplastic damage and Prevost model theory,a new dynamic damage model for saturated soft clay under cyclic loading is proposed.Considering the irregularity of stress in soil under earthquake,the empirical formula for evaluating the residual strain of clay obtained by cyclic triaxial test is modified and finally introduced to the damage evolution equation.Calculation of the seismic settlement of foundation and comparison between the model in this paper and the model without considering damage show that the dynamic damage model can preferably calculate residual plastic strain of the foundation produced by cyclic stresses inside the yield surfaces." @default.
- W2364660458 created "2016-06-24" @default.
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- W2364660458 date "2006-01-01" @default.
- W2364660458 modified "2023-09-24" @default.
- W2364660458 title "A damage model for saturated clay foundation and its seismic settlement" @default.
- W2364660458 hasPublicationYear "2006" @default.
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