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University of Windsor
Reliability analysis of non-linear (p-y) laterally loaded piles embedded in stiff clay below water table
Abstract
dc:description.abstractLaterally 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