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- W2384340039 abstract "Some theoretical solutions for Rankine's passive earth pressure acting on retaining walls by saturated soil mass with/without steady water seepage are developed.Without load acting on the surface of the backfill,the wall is only acted by passive earth pressure in the case with steady water seepage;it is acted by both earth and water pressures in the case without water seepage.In the solution of the passive earth pressure in the case with water seepage,the saturated soil unit weight is used;but in the case without water seepage,the buoyant soil unit weight is used.With uniform load acting on the surface of the backfill,in the case with the water seepage through the backfill,the wall which is provided with a drainage system along the soil-structure interface is only acted by passive earth pressure except for the instant applying the load.And in the case with the water seepage and a drainage system along the backfill base,after the excess pore water pressure induced by the uniform load dissipated completely,the wall is only acted by passive earth pressure;before the excess pore water pressure is dissipated,the wall is acted by both earth and water pressures,but the magnitude and distribution of the earth and water pressures change with changing the degree of consolidation of the soil mass under the uniform load.And in the case without water seepage,the wall is also acted by both earth and water pressures." @default.
- W2384340039 created "2016-06-24" @default.
- W2384340039 creator A5015129901 @default.
- W2384340039 date "2008-01-01" @default.
- W2384340039 modified "2023-09-24" @default.
- W2384340039 title "Rankine-Type Solutions for Passive Earth Pressure in Saturated Backfill" @default.
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