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03315nam a22005295i 4500 |
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978-3-662-49663-3 |
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DE-He213 |
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20160317073727.0 |
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cr nn 008mamaa |
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160317s2016 gw | s |||| 0|eng d |
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|a 9783662496633
|9 978-3-662-49663-3
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|a 10.1007/978-3-662-49663-3
|2 doi
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|a SCI019000
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|a 624.151
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|a Wang, Rui.
|e author.
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|a Single Piles in Liquefiable Ground
|h [electronic resource] :
|b Seismic Response and Numerical Analysis Methods /
|c by Rui Wang.
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|a 1st ed. 2016.
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|a Berlin, Heidelberg :
|b Springer Berlin Heidelberg :
|b Imprint: Springer,
|c 2016.
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|a XVII, 119 p. 101 illus., 75 illus. in color.
|b online resource.
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|a text
|b txt
|2 rdacontent
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|a computer
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|a online resource
|b cr
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|a text file
|b PDF
|2 rda
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|a Springer Theses, Recognizing Outstanding Ph.D. Research,
|x 2190-5053
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|a 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.
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|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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|a Earth sciences.
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|a Geotechnical engineering.
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|a Continuum mechanics.
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|a Engineering geology.
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|a Engineering
|x Geology.
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|a Foundations.
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|a Hydraulics.
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|a Earth Sciences.
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|a Geotechnical Engineering & Applied Earth Sciences.
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|a Geoengineering, Foundations, Hydraulics.
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|a Continuum Mechanics and Mechanics of Materials.
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| 710 |
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|a SpringerLink (Online service)
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|t Springer eBooks
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|i Printed edition:
|z 9783662496619
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| 830 |
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|a Springer Theses, Recognizing Outstanding Ph.D. Research,
|x 2190-5053
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| 856 |
4 |
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|u http://dx.doi.org/10.1007/978-3-662-49663-3
|z Full Text via HEAL-Link
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|a ZDB-2-EES
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| 950 |
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|a Earth and Environmental Science (Springer-11646)
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