Numerical analysis of the deep soil failure mechanism for perimeter pile groups
In this paper, the lateral limiting pressure offered by the deep ‘flow-around’ soil failure mechanism for perimeter (ring) pile groups in undrained soil is explored using two−dimensional finite element modelling. A parametric study investigates the role of group configuration, pile−soil adhesion, gr...
Main Authors: | Watford, M, Templeman, J, Orazalin, Z, Zhou, H, Franza, A, Sheil, BB |
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Format: | Journal article |
Language: | English |
Published: |
ICE Publishing
2021
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