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Více informací o knize Single Piles in Liquefiable Ground

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• Anotace
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Nákupem získáte 168 bodů

Anotace knihy

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.

Parametry knihy

Zařazení knihy Knihy v angličtině Earth sciences, geography, environment, planning Earth sciences Geology & the lithosphere

• Plný název: Single Piles in Liquefiable Ground
• Podnázev: Seismic Response and Numerical Analysis Methods
• Autor: Rui Wang
• Jazyk: Angličtina
• Vazba: Pevná
• Počet stran: 119
• EAN: 9783662496619
• ISBN: 3662496615
• ID: 02937106
• Nakladatelství: Springer-Verlag Berlin and Heidelberg GmbH & Co. KG
• Hmotnost: 3376 g
• Rozměry: 235 × 155 × 243 mm
• Datum vydání: 17. March 2016

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