Single Piles in Liquefiable Ground Seismic Response and Numerical Analysis Methods /
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...
| Κύριος συγγραφέας: | |
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| Συγγραφή απο Οργανισμό/Αρχή: | |
| Μορφή: | Ηλεκτρονική πηγή Ηλ. βιβλίο |
| Γλώσσα: | English |
| Έκδοση: |
Berlin, Heidelberg :
Springer Berlin Heidelberg : Imprint: Springer,
2016.
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| Έκδοση: | 1st ed. 2016. |
| Σειρά: | Springer Theses, Recognizing Outstanding Ph.D. Research,
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| Θέματα: | |
| Διαθέσιμο Online: | Full Text via HEAL-Link |
Πίνακας περιεχομένων:
- 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.
