Back to results

University of Windsor

Reliability analysis of non-linear (p-y) laterally loaded piles embedded in stiff clay below water table

Abstract

dc:description.abstract

Laterally loaded piles are used in some of the very important structures. Therefore, the economical design of such piling is necessary, in which a proper balance among initial cost, risk of failure, and consequences of

Degree

thesis:*
Level thesis:degree_level
Masters
Discipline thesis:degree_discipline
Civil and Environmental Engineering
Grantor
University of Windsor
Year dc:date.issued
2007

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Jadeja, Shailendrasinh

Rights

dc:rights
Language dc:language.iso
en_CA

Identifiers

dc:identifier.*
Handle dc:identifier.uri
https://hdl.handle.net/20.500.14776/4674
OAI identifier oai:identifier
oai:uwindsor.scholaris.ca:20.500.14776/4674

Chain of custody

source
Harvested from
University of Windsor
Base URL
uwindsor.scholaris.ca/server/oai/request
Last updated
2026-07-27
Source record
OAI-PMH GetRecord
related terms
citation

Jadeja, Shailendrasinh. Reliability analysis of non-linear (p-y) laterally loaded piles embedded in stiff clay below water table. Masters thesis, University of Windsor, 2007. https://hdl.handle.net/20.500.14776/4674