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Single Piles in Liquefiable Ground : Seismic Response and Numerical Analysis Methods (Hardcover) (Rui

Single Piles in Liquefiable Ground : Seismic Response and Numerical Analysis Methods (Hardcover) (Rui - image 1 of 1

About this item

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.
Number of Pages: 119
Genre: Science, Technology
Sub-Genre: Earth Sciences / General, Earth Sciences / Meteorology + Climatology, Engineering / Mechanical
Series Title: Springer Theses
Format: Hardcover
Publisher: Springer Verlag
Author: Rui Wang
Language: English
Street Date: March 29, 2016
TCIN: 51172643
UPC: 9783662496619
Item Number (DPCI): 248-17-1720
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