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- W2364711394 abstract "For the purpose of the displacement-based seismic design of rigid retaining walls with cohesive backfill,a procedure is needed to compute seismic permanent displacement.Based on the Raffnsson,Wu and Prakash's framework and the theory on seismic earth pressure of cohesive backfill,a model was established to compute the cumulative displacement.A coupling mode of sliding and rocking was considered,and the dynamic nonlinearity of foundation soil and the cohesion of backfill soil were simulated.The applicability of the model was demonstrated by comparing data with a centrifuge test and the Newmark's slide-block method.The total displacement computed by this model was slightly greater than the one recorded during the test,and the sliding displacement was very closed to the one calculated with the Newmark's method.Permanent displacement tends to decrease with the cohesion increasing.The results show that the proposed method is simple,clear and conservative." @default.
- W2364711394 created "2016-06-24" @default.
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- W2364711394 date "2008-01-01" @default.
- W2364711394 modified "2023-09-25" @default.
- W2364711394 title "Seismic Permanent Displacement of Rigid Retaining Walls with Cohesive Backfill" @default.
- W2364711394 hasPublicationYear "2008" @default.
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