Single Piles in Liquefiable Ground Seismic Response and Numerical Analysis Methods /

• Κύριος συγγραφέας: Wang, Rui (Συγγραφέας)
• Συγγραφή απο Οργανισμό/Αρχή: SpringerLink (Online service)
• Μορφή: Ηλεκτρονική πηγή Ηλ. βιβλίο
• Γλώσσα: English
• Έκδοση: Berlin, Heidelberg : Springer Berlin Heidelberg : Imprint: Springer, 2016.
• Έκδοση: 1st ed. 2016.
• Σειρά: Springer Theses, Recognizing Outstanding Ph.D. Research,
• Θέματα: Earth sciences.; Geotechnical engineering.; Continuum mechanics.; Engineering geology.; Engineering > Geology.; Foundations.; Hydraulics.; Earth Sciences.; Geotechnical Engineering & Applied Earth Sciences.; Geoengineering, Foundations, Hydraulics.; Continuum Mechanics and Mechanics of Materials.

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...

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.