Single piles in liquefiable ground [electronic resource] : seismic response and numerical analysis methods / Rui Wang.
Wang, Rui, author.
2016
TA780
Available Online

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Title Single piles in liquefiable ground [electronic resource] : seismic response and numerical analysis methods / Rui Wang.
Author Wang, Rui, author.
ISBN 9783662496633 (electronic book)
3662496631 (electronic book)
9783662496619
DOI https://doi.org/10.1007/978-3-662-49663-3
Published [Place of publication not identified] : Springer, 2016.
Language English
Description 1 online resource (xvii, 119 pages) : illustrations.
Item Number 10.1007/978-3-662-49663-3 doi
Call Number TA780
Dewey Decimal Classification 624.1/54
Summary This thesis focuses on seismic response of piles in liquefiable ground. A three-dimensional unified plasticity model for large post-liquefaction shear deformation of sand was formulated and implemented for parallel computing, based on which a three dimensional dynamic finite element analysis method for piles in liquefiable ground was developed. Through a combination of case analysis, centrifuge shaking table experiments and numerical simulations using the proposed methods, the seismic response patterns of single piles in liquefiable ground were revealed, including: basic force-resistance mode, kinematic and inertial interaction coupling mechanism and major influence factors. A beam on nonlinear Winkler foundation (BNWF) solution and a modified neutral plane solution were developed and validated against centrifuge experiments for piles in consolidating and reconsolidating ground. The axial pile force and settlement during post-earthquake reconsolidation was studied, showing pile axial force to be irrelevant of the reconsolidation process while settlement to be process dependent.
Access Note Access limited to authorized users.
Source of Description Online resource; title from PDF title page (SpringerLink, viewed March 22, 2016).
Series Springer theses.
Available in Other Form Print version: 9783662496619
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Introduction
Unified plasticity model for large post-liquefaction shear deformation of sand and its numerical implementation
Seismic response analysis of single piles in liquefiable ground
Downdrag analysis of single piles in post-liquefaction reconsolidating ground
Conclusions.

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