Design and analysis of piles subjected to negative skin friction
Settlement of the surrounding soil due to surcharge placement may give rise to negative skin friction developed in piles. Current design procedures are based on a semi-empirical assessment of field test data and no consistent theory is available to enable soil deformations to be taken fully into acc...
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2009
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sg-ntu-dr.10356-194232023-03-03T19:22:08Z Design and analysis of piles subjected to negative skin friction Tan, Chin Gee. Wong, Kai Sin School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Geotechnical Settlement of the surrounding soil due to surcharge placement may give rise to negative skin friction developed in piles. Current design procedures are based on a semi-empirical assessment of field test data and no consistent theory is available to enable soil deformations to be taken fully into account. The design of pile foundations subjected to negative skin friction still remains controversial with regard to the maximum allowable working load. This is attributed to the limited understanding of the actual soil-structure interaction mechanisms of piles driven in soft compressible clays. Master of Science (Geotechnical Engineering) 2009-12-11T09:14:52Z 2009-12-11T09:14:52Z 1996 1996 Thesis http://hdl.handle.net/10356/19423 en NANYANG TECHNOLOGICAL UNIVERSITY 198 p. application/pdf |
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| continent |
Asia |
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Singapore Singapore |
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English |
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DRNTU::Engineering::Civil engineering::Geotechnical |
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DRNTU::Engineering::Civil engineering::Geotechnical Tan, Chin Gee. Design and analysis of piles subjected to negative skin friction |
| description |
Settlement of the surrounding soil due to surcharge placement may give rise to negative skin friction developed in piles. Current design procedures are based on a semi-empirical assessment of field test data and no consistent theory is available to enable soil deformations to be taken fully into account. The design of pile foundations subjected to negative skin friction still remains controversial with regard to the maximum allowable working load. This is attributed to the limited understanding of the actual soil-structure interaction mechanisms of piles driven in soft compressible clays. |
| author2 |
Wong, Kai Sin |
| author_facet |
Wong, Kai Sin Tan, Chin Gee. |
| format |
Theses and Dissertations |
| author |
Tan, Chin Gee. |
| author_sort |
Tan, Chin Gee. |
| title |
Design and analysis of piles subjected to negative skin friction |
| title_short |
Design and analysis of piles subjected to negative skin friction |
| title_full |
Design and analysis of piles subjected to negative skin friction |
| title_fullStr |
Design and analysis of piles subjected to negative skin friction |
| title_full_unstemmed |
Design and analysis of piles subjected to negative skin friction |
| title_sort |
design and analysis of piles subjected to negative skin friction |
| publishDate |
2009 |
| url |
http://hdl.handle.net/10356/19423 |
| _version_ |
1759855717220614144 |