Single Piles in Liquefiable Ground - Seismic Response and Numerical Analysis Methods (Paperback, Softcover reprint of the original 1st ed. 2016)

This thesis focuses on the seismic response of piles in liquefiable ground. It describes the design of a three-dimensional, unified plasticity model for large post-liquefaction shear deformation of sand, formulated and implemented for parallel computing. It also presents a three-dimensional, dynamic finite element analysis method for piles in liquefiable ground, developed on the basis of this model,. Employing a combination of case analysis, centrifuge shaking table experiments and numerical simulations using the proposed methods, it demonstrates the seismic response patterns of single piles in liquefiable ground. These include basic force-resistance mode, kinematic and inertial interaction coupling mechanism and major influence factors. It also discusses a beam on the nonlinear Winkler foundation (BNWF) solution and a modified neutral plane solution developed and validated using centrifuge experiments for piles in consolidating and reconsolidating ground. Lastly, it studies axial pile force and settlement during post-earthquake reconsolidation, showing pile axial force to be irrelevant in the reconsolidation process, while settlement is process dependent.

General

Imprint:	Springer-Verlag
Country of origin:	Germany
Series:	Springer Theses
Release date:	April 2018
First published:	2016
Authors:	Rui Wang
Dimensions:	235 x 155 x 8mm (L x W x T)
Format:	Paperback
Pages:	119
Edition:	Softcover reprint of the original 1st ed. 2016
ISBN-13:	978-3-662-57023-4
Categories:	Books > Earth & environment > Earth sciences > Meteorology > General Books > Professional & Technical > Mechanical engineering & materials > Mechanical engineering > General Books > Professional & Technical > Mechanical engineering & materials > Materials science > General
LSN:	3-662-57023-8
Barcode:	9783662570234

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