Nonlinear p-y analysis of laterally loaded piles

This report sets out to solve the finite difference equations of the lateral pile problem using an optimisation program, the standard Solver, which resides in Microsoft Excel, and compares the results with a similar constrained optimisation method by Low and Teh (2001) together with the results of a...

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Main Author: Lau, Wei Hing.
Other Authors: Low, Bak Kong
Format: Theses and Dissertations
Language:English
Published: 2008
Subjects:
Online Access:http://hdl.handle.net/10356/11868
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-118682023-03-03T19:17:32Z Nonlinear p-y analysis of laterally loaded piles Lau, Wei Hing. Low, Bak Kong School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical This report sets out to solve the finite difference equations of the lateral pile problem using an optimisation program, the standard Solver, which resides in Microsoft Excel, and compares the results with a similar constrained optimisation method by Low and Teh (2001) together with the results of analyses by Lpile through ten cases studies and examples, employing eight p-y curves of cohesive and cohesionless soil for both non-layered and layered soil strata, with four pile head boundary conditions. Master of Science (Geotechnical Engineering) 2008-09-25T06:31:10Z 2008-09-25T06:31:10Z 2003 2003 Thesis http://hdl.handle.net/10356/11868 en Nanyang Technological University 172 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Geotechnical
spellingShingle DRNTU::Engineering::Civil engineering::Geotechnical
Lau, Wei Hing.
Nonlinear p-y analysis of laterally loaded piles
description This report sets out to solve the finite difference equations of the lateral pile problem using an optimisation program, the standard Solver, which resides in Microsoft Excel, and compares the results with a similar constrained optimisation method by Low and Teh (2001) together with the results of analyses by Lpile through ten cases studies and examples, employing eight p-y curves of cohesive and cohesionless soil for both non-layered and layered soil strata, with four pile head boundary conditions.
author2 Low, Bak Kong
author_facet Low, Bak Kong
Lau, Wei Hing.
format Theses and Dissertations
author Lau, Wei Hing.
author_sort Lau, Wei Hing.
title Nonlinear p-y analysis of laterally loaded piles
title_short Nonlinear p-y analysis of laterally loaded piles
title_full Nonlinear p-y analysis of laterally loaded piles
title_fullStr Nonlinear p-y analysis of laterally loaded piles
title_full_unstemmed Nonlinear p-y analysis of laterally loaded piles
title_sort nonlinear p-y analysis of laterally loaded piles
publishDate 2008
url http://hdl.handle.net/10356/11868
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