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Single Piles in Liquefiable Ground

Seismic Response and Numerical Analysis Methods

Rui Wang

978-3-662-49663-3

2016
Edition 1
- Describes a three-dimensional unified plasticity model for large post-liquefaction shear deformation of sand for parallel computing
- Shares many tips on and insights into the basic force response mechanism and influence factors for the seismic response of single piles in liquefiable ground
- Broadens our understanding of a beam on the nonlinear Winkler foundation (BNWF) method for the analysis of consolidation and reconsolidation-induced pile axial force and settlement taking the consolidation process into consideration
- Includes supplementary material: sn.pub/extras
€100 €90
10% OFF

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