Single Piles in Liquefiable Ground

Seismic Response and Numerical Analysis Methods

Nonfiction, Science & Nature, Science, Other Sciences, Meteorology, Earth Sciences
Cover of the book Single Piles in Liquefiable Ground by Rui Wang, Springer Berlin Heidelberg
View on Amazon View on AbeBooks View on Kobo View on B.Depository View on eBay View on Walmart
Author: Rui Wang ISBN: 9783662496633
Publisher: Springer Berlin Heidelberg Publication: March 17, 2016
Imprint: Springer Language: English
Author: Rui Wang
ISBN: 9783662496633
Publisher: Springer Berlin Heidelberg
Publication: March 17, 2016
Imprint: Springer
Language: English

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.

View on Amazon View on AbeBooks View on Kobo View on B.Depository View on eBay View on Walmart

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.

More books from Springer Berlin Heidelberg

Cover of the book Cervico-Occipital Joint (RX, CT) by Rui Wang
Cover of the book Therapie der Krankheiten im Kindes- und Jugendalter by Rui Wang
Cover of the book Biological Functions for Information and Communication Technologies by Rui Wang
Cover of the book Radiodiagnosis of the Skull by Rui Wang
Cover of the book Planktic Foraminifers in the Modern Ocean by Rui Wang
Cover of the book Robuste Regelung by Rui Wang
Cover of the book The Knee by Rui Wang
Cover of the book Aufgabensammlung Analysis 2, Funktionalanalysis und Differentialgleichungen by Rui Wang
Cover of the book Oxygen Transport in the Critically Ill Patient by Rui Wang
Cover of the book Modelling Spatial Processes by Rui Wang
Cover of the book Pediatric Cytopathology by Rui Wang
Cover of the book Hydraulic Structures by Rui Wang
Cover of the book Sparking Signals by Rui Wang
Cover of the book 'Archaeologizing' Heritage? by Rui Wang
Cover of the book Conservation Science for the Cultural Heritage by Rui Wang
We use our own "cookies" and third party cookies to improve services and to see statistical information. By using this website, you agree to our Privacy Policy