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Single Piles in Liquefiable Ground - Rui Wang
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Rui Wang:
Single Piles in Liquefiable Ground - gebunden oder broschiert

ISBN: 9783662496619

ID: 9783662496619

Seismic Response and Numerical Analysis Methods 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. Single Piles in Liquefiable Ground: 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. Mechanik Bau / Tiefbau Tiefbau SCIENCE / Earth Sciences / General, Springer-Verlag Gmbh

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Single Piles in Liquefiable Ground - Wang, Rui
Vergriffenes Buch, derzeit bei uns nicht verfügbar.
(*)
Wang, Rui:
Single Piles in Liquefiable Ground - gebunden oder broschiert

ISBN: 9783662496619

ID: 9d7befdd6c0aad98c51129647d1f0c3d

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. Buch / Mathematik, Naturwissenschaft & Technik / Geowissenschaften

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Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods - Rui Wang
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(*)
Rui Wang:
Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods - gebunden oder broschiert

ISBN: 9783662496619

ID: 9783662496619

Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods Single-Piles-in-Liquefiable-Ground~~Rui-Wang Nature & Wildlife>Geology & Weather>Geology & Weather Hardcover, Springer Berlin Heidelberg

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Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods - Rui Wang
Vergriffenes Buch, derzeit bei uns nicht verfügbar.
(*)
Rui Wang:
Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods - gebunden oder broschiert

ISBN: 9783662496619

ID: 9783662496619

Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods Single-Piles-in-Liquefiable-Ground~~Rui-Wang Nature>Geology & Weather>Geology & Weather Hardcover, Springer Berlin Heidelberg

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Single Piles in Liquefiable Ground Seismic Response and Numerical Analysis Methods - Wang, Rui
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Wang, Rui:
Single Piles in Liquefiable Ground Seismic Response and Numerical Analysis Methods - gebunden oder broschiert

2016, ISBN: 3662496615

ID: A26370593

Gebundene Ausgabe Mechanik, Bau / Tiefbau, Tiefbau, SCIENCE / Earth Sciences / General, mit Schutzumschlag neu, [PU:Springer-Verlag GmbH]

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REDIVIVUS Buchhandlung Hanausch Reinhard, 93053 Regensburg
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