Factors and Failure Patterns Analysis for Undrained Seismic Bearing Capacity of Strip Footing Above Void
Abstract
This study aims to predict the undrained seismic bearing capacity and failure mechanisms of a shallow strip footing that is placed on homogeneous and heterogeneous cohesive soils above a single unsupported rectangular void using finite-element limit analysis (FELA). Upper and lower bounds will be computed for a comprehensive range of geometries, horizontal earthquake accelerations, materials, void shapes, and size combinations. In addition,...
Paper Details
Title
Factors and Failure Patterns Analysis for Undrained Seismic Bearing Capacity of Strip Footing Above Void
Published Date
Oct 1, 2021
Volume
21
Issue
10
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