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Autore: |
Wang Rui
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Titolo: |
Single Piles in Liquefiable Ground : Seismic Response and Numerical Analysis Methods / / by Rui Wang
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Pubblicazione: | Berlin, Heidelberg : , : Springer Berlin Heidelberg : , : Imprint : Springer, , 2016 |
Edizione: | 1st ed. 2016. |
Descrizione fisica: | 1 online resource (131 p.) |
Disciplina: | 550 |
Soggetto topico: | Geotechnical engineering |
Engineering geology | |
Engineering—Geology | |
Foundations | |
Hydraulics | |
Mechanics | |
Mechanics, Applied | |
Geotechnical Engineering & Applied Earth Sciences | |
Geoengineering, Foundations, Hydraulics | |
Solid Mechanics | |
Note generali: | Description based upon print version of record. |
Nota di bibliografia: | Includes bibliographical references. |
Nota di contenuto: | 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. |
Sommario/riassunto: | 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. |
Titolo autorizzato: | Single Piles in Liquefiable Ground ![]() |
ISBN: | 3-662-49663-1 |
Formato: | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione: | Inglese |
Record Nr.: | 9910254100403321 |
Lo trovi qui: | Univ. Federico II |
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