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Single Piles in Liquefiable Ground - Seismic Response and Numerical Analysis Methods (Hardcover, 1st ed. 2016)
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Single Piles in Liquefiable Ground - Seismic Response and Numerical Analysis Methods (Hardcover, 1st ed. 2016)
Series: Springer Theses
Expected to ship within 10 - 15 working days
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This thesis focuses on the seismic response of piles in liquefiable
ground. It describes the design of a three-dimensional, unified
plasticity model for large post-liquefaction shear deformation of
sand, formulated and implemented for parallel computing. It also
presents a three-dimensional, dynamic finite element analysis
method for piles in liquefiable ground, developed on the basis of
this model,. Employing a combination of case analysis, centrifuge
shaking table experiments and numerical simulations using the
proposed methods, it demonstrates the seismic response patterns of
single piles in liquefiable ground. These include basic
force-resistance mode, kinematic and inertial interaction coupling
mechanism and major influence factors. It also discusses a beam on
the nonlinear Winkler foundation (BNWF) solution and a modified
neutral plane solution developed and validated using centrifuge
experiments for piles in consolidating and reconsolidating ground.
Lastly, it studies axial pile force and settlement during
post-earthquake reconsolidation, showing pile axial force to be
irrelevant in the reconsolidation process, while settlement is
process dependent.
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