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- W2247247424 abstract "There is experimental evidence that saturated clays in undrained conditions have depth-dependent anisotropic strength properties. Hence there is a need for an appropriate strength law to determine the failure field for the medium in question. The critical bearing capacity of a footing in this medium was determined by a modified version of Hill's failure mechanism. According to this, in a nonhomogeneous medium where strength increases depth, failure takes place closer to the surface than it does according to Prandtl's mechanism. Anisotropy and nonhomogeneity must be taken into consideration in general." @default.
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- W2247247424 date "1974-01-01" @default.
- W2247247424 modified "2023-09-26" @default.
- W2247247424 title "BEARING CAPACITY OF ANISOTROPIC AND NONHOMOGENEOUS CLAYS UNDER LONG FOOTINGS" @default.
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