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DC Field | Value | Language |
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dc.contributor.author | SHAHNAAZ, GOUSEYA | - |
dc.date.accessioned | 2011-02-02T10:44:03Z | - |
dc.date.available | 2011-02-02T10:44:03Z | - |
dc.date.issued | 2009-06-23 | - |
dc.identifier.uri | http://dspace.dtu.ac.in:8080/jspui/handle/repository/13122 | - |
dc.description | ME THESIS | en_US |
dc.description.abstract | Piles are one of the most important types of foundation in use today. Design of a pile foundation not very commonly includes a settlement analysis and it is usually limited to determining a factor of safety on pile capacity. This approach is uneconomical and sometimes unsafe too. Therefore, a comprehensive settlement analysis needs to be performed for the design of pile foundations. A number of methods have been developed for estimating the behaviour of pile groups, ranging from simple closed form solutions to sophisticated non-linear finite element analysis. The mechanism of load transfer in pile groups involves a complex system interaction of piles, pile cap, and surrounding soil. The process is affected by many factors such as soil properties, single pile and pile group geometry, single pile-soil interaction, and interaction between the different elements in the group. Then, due to the uncertainty or difficulty in quantifying these factors, there are no methods capable to accurate... | en_US |
dc.language.iso | en | en_US |
dc.relation.ispartofseries | TD528;83 | - |
dc.subject | Pile | en_US |
dc.subject | Elastic | en_US |
dc.title | SETTLEMENT ANALYSIS OF PILE FOUNDATIONS IN MULTI-LAYERED ELASTIC MEDIUM | en_US |
Appears in Collections: | M.E./M.Tech. Civil Engineering |
Files in This Item:
File | Description | Size | Format | |
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Gouseya_Major_Theisis_f.doc | 2.68 MB | Microsoft Word | View/Open |
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