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- W2389075462 abstract "The saturated-unsaturated seepage analysis of slope made up of clay,silt,uniform sand and uniform sand covered with clay is carried out.The pore-water pressure and water content distribution duo to rainfall infiltration and evaporation is calculated.Then the most dangerous sliding surface is auto searched and its stability factor is calculated through simplified Bishop method.The transient stability of soil slope is evaluated." @default.
- W2389075462 created "2016-06-24" @default.
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- W2389075462 date "2010-01-01" @default.
- W2389075462 modified "2023-09-25" @default.
- W2389075462 title "STABILITY ANALYSIS OF SLOP UNDER RAINFALL INFILTRATION AND EVAPORATION" @default.
- W2389075462 hasPublicationYear "2010" @default.
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