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RISStochastic Bearing Capacity and Failure Mechanism of Footings Placed Adjacent to Slopes considering the Anisotropic Spatial Variability of the Clay Undrained Strength
Publisher: ASCE
Abstract: The aim of this study is to investigate the influence of the anisotropic variability in soil on the failure mechanism and the ultimate bearing capacity of foundations that are placed near slopes. A random adaptive ...
Failure Mechanism and Bearing Capacity of Rigid Footings Placed on Top of Cohesive Soil Slopes in Spatially Random Soil
Publisher: ASCE
Abstract: This paper focuses on the bearing capacity of vertically loaded rigid footings adjacent to slopes with spatially random soil by performing random adaptive finite-element limit analysis. The solution is illustrated by ...