3D bearing capacity probabilistic analyses of footings on spatially variable c–φ soil
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DOI: 10.1007/s11440-019-00853-3
Abstract: The paper examines three-dimensional (3D) analyses of the load bearing capacity of square and strip footings on a spatially variable cohesive–frictional (c–φ) soil. Embedded, rigid and smooth footings are considered. Cohesion and friction angle are… read more here.
Keywords: footing problem; soil; bearing capacity; capacity ... See more keywords