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[ author_sort:"wang, rui." ]
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Single piles in liquefiable ground[e...
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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 ground
seismic 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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