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- W2368443487 abstract "The condition of water pressure acting on the cement-soil retaining wall and the influence of unsteady seepage on its stability are discussed by simulating the unsteady seepage field in the process of lowering the ground water level.It is illustrated that,while the water pressure is gradually decreasing with time,the subitem coefficients of resisting its overturn and horizontal slipping are increasing and evidently greater than those by the methods with non-seepage,two-dimensional steady seepage and one-dimensional simplified seepage.Therefore,the influence of unsteady seepage should be taken into account in the design of retaining wall." @default.
- W2368443487 created "2016-06-24" @default.
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- W2368443487 date "2006-01-01" @default.
- W2368443487 modified "2023-09-28" @default.
- W2368443487 title "Influence of Unsteady Seepage on the Stability of Cement-soil Retaining Wall" @default.
- W2368443487 hasPublicationYear "2006" @default.
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