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Single piles in liquefiable ground[electronic resource] :seismic response and numerical analysis methods /

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
杜威分類號:	624.154
書名/作者:	Single piles in liquefiable ground : seismic response and numerical analysis methods // by Rui Wang.
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.
Contained By:	Springer eBooks
標題:	Piling (Civil engineering)
標題:	Soil liquefaction.
標題:	Earth Sciences.
標題:	Geotechnical Engineering & Applied Earth Sciences.
標題:	Geoengineering, Foundations, Hydraulics.
標題:	Continuum Mechanics and Mechanics of Materials.
ISBN:	9783662496633
ISBN:	9783662496619
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.
摘要、提要註:	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.
電子資源:	http://dx.doi.org/10.1007/978-3-662-49663-3

Single piles in liquefiable ground[electronic resource] :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:

624753
Piling (Civil engineering)

LC Class. No.: TA780

Dewey Class. No.: 624.154

Single piles in liquefiable ground[electronic resource] :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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