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...
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| Format: | Electronic eBook |
| Language: | English |
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Berlin, Heidelberg :
Springer Berlin Heidelberg : Imprint: Springer,
2016.
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| Edition: | 1st ed. 2016. |
| Series: | Springer Theses, Recognizing Outstanding Ph.D. Research,
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| Online Access: | Full Text via HEAL-Link |
