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Bearing capacity of footings on layered clays
Analysis of bearing capacity factors for strip footings on anisotropic two-layer cohesive soils is reported; numerical results in nondimensional form are presented for two cases -- system of two layers having constant shear strength with depth in each layer, and single layer in which shear strength varies linearly with depth.
Bearing capacity of footings on layered clays
Analysis of bearing capacity factors for strip footings on anisotropic two-layer cohesive soils is reported; numerical results in nondimensional form are presented for two cases -- system of two layers having constant shear strength with depth in each layer, and single layer in which shear strength varies linearly with depth.
Bearing capacity of footings on layered clays
ASCE -- Proc (J Soil Mechanics Foundations Div)
Siva Reddy, A. (Autor:in) / Srinivasan, R.J. (Autor:in)
1967
17 pages
Aufsatz (Zeitschrift)
Englisch
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