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Single piles in liquefiable ground =...

Wang, Rui.

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Single piles in liquefiable ground = seismic response and numerical analysis methods /

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Single piles in liquefiable ground/ by Rui Wang.
其他題名:	seismic response and numerical analysis methods /
作者:	Wang, Rui.
出版者:	Berlin, Heidelberg :Springer Berlin Heidelberg : : 2016.,
面頁冊數:	xvii, 119 p. :ill. (some col.), digital ;24 cm.
內容註:	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.
Contained By:	Springer eBooks
標題:	Piling (Civil engineering) -
電子資源:	http://dx.doi.org/10.1007/978-3-662-49663-3
ISBN:	9783662496633

Single piles in liquefiable ground = seismic response and numerical analysis methods /
Wang, Rui.

Single piles in liquefiable groundseismic response and numerical analysis methods /[electronic resource] :by Rui Wang. - Berlin, Heidelberg :Springer Berlin Heidelberg :2016. - xvii, 119 p. :ill. (some col.), digital ;24 cm. - Springer theses,2190-5053. - Springer theses..

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.

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.

ISBN: 9783662496633

Standard No.: 10.1007/978-3-662-49663-3doiSubjects--Topical Terms:

659081
Piling (Civil engineering)

LC Class. No.: TA780

Dewey Class. No.: 624.154

Single piles in liquefiable ground = seismic response and numerical analysis methods /
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520 $a 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.
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