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- W2377892247 abstract "Based on the Mohr-Coulomb nonlinear failure criterion,a method was suggested,which converts the calculating of the passive earth pressure behind a rigid retaining wall,was employed to determine the position of slip surface and active earth pressure.Firstly,variable Ct and φt were created by tangents method,then Ct and φt corresponded to each different potential slip surfaces were calculated by iteration method,then using generalized Coulomb soil pressure theory to obtain passive earth pressure.The one that has the maximum passive earth pressure should be the most dangerous slip surface,and the maximum passive earth pressure is also desired.After comparing with the research results by using Mohr-Coulomb linear failure criterion,adopting the Mohr-Coulomb linear failure criterion can provide a higher passive earth pressure value,and causing insecurity factor in real project,while adopting the Mohr-Coulomb nonlinear failure criterion can provide more practical and accurate results when calculating the passive earth pressure behind the rigid retaining walls." @default.
- W2377892247 created "2016-06-24" @default.
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- W2377892247 date "2008-01-01" @default.
- W2377892247 modified "2023-09-24" @default.
- W2377892247 title "Calculation of passive earth pressure with nonlinear failure criterion" @default.
- W2377892247 hasPublicationYear "2008" @default.
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