Single Piles in Liquefiable Ground : Seismic Response and Numerical Analysis Methods / / by Rui Wang
(Visualizza in formato marc)
(Visualizza in BIBFRAME)
| Autore: |
Wang Rui
|
| Titolo: |
Single Piles in Liquefiable Ground : Seismic Response and Numerical Analysis Methods / / by Rui Wang
|
| 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 |
| Opac: | Controlla la disponibilità qui |
Serie:
Springer Theses, Recognizing Outstanding Ph.D. Research, . 2190-5053