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- W2357691119 abstract "In order to study the bearing capacity variation of the unsaturated subsoil under rigid and flexible foundations with different water saturation,incremental elastoplastic finite element method(FEM)is employed.In the FEM analysis,Mohr-Coulomb inside-tangent circle yield criterion with associated flow rule is adopted.Some conclusions are obtained from computational results of two kinds of foundations mentioned above.It can be concluded that critical edge pressure and relative displacement increase with water saturation.Ultimate bearing capacity changes in the same pattern while increment ratio decreasing and subsoil under rigid foundation is more sensitive to water saturation.Slip surface becomes deeper,larger and more obvious with the saturation reduced." @default.
- W2357691119 created "2016-06-24" @default.
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- W2357691119 date "2010-01-01" @default.
- W2357691119 modified "2023-09-23" @default.
- W2357691119 title "Bearing capacity research on unsaturated subsoil under flexible and rigid shallow foundations" @default.
- W2357691119 hasPublicationYear "2010" @default.
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