Bearing capacity of a bent pile
The objective of this dissertation is to study the various parameters that affect the behaviour of a bent pile. This has been achieved by performing a parametric study on a bent pile made up of a two linear segments; i.e. an upper, vertical segment follow by an inclined, lower segment. The bend is d...
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| التنسيق: | Theses and Dissertations |
| اللغة: | English |
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2009
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| الوصول للمادة أونلاين: | http://hdl.handle.net/10356/19446 |
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| المؤسسة: | Nanyang Technological University |
| اللغة: | English |
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sg-ntu-dr.10356-194462023-03-03T19:29:19Z Bearing capacity of a bent pile Gan, Chin Hwi Teh, Cee Ing School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Geotechnical The objective of this dissertation is to study the various parameters that affect the behaviour of a bent pile. This has been achieved by performing a parametric study on a bent pile made up of a two linear segments; i.e. an upper, vertical segment follow by an inclined, lower segment. The bend is deliberately introduced by assuming that the pile is fabricated and installed with an initial kink. The pile in the parametric study is assumed to be a 400 mm diameter prestressed precast concrete spun pile, installed in a uniform clay layer with increasing shear strength over depth. Master of Science (Geotechnical Engineering) 2009-12-11T09:16:06Z 2009-12-11T09:16:06Z 1995 1995 Thesis http://hdl.handle.net/10356/19446 en Nanyang Technological University 72 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 Gan, Chin Hwi Bearing capacity of a bent pile |
| description |
The objective of this dissertation is to study the various parameters that affect the behaviour of a bent pile. This has been achieved by performing a parametric study on a bent pile made up of a two linear segments; i.e. an upper, vertical segment follow by an inclined, lower segment. The bend is deliberately introduced by assuming that the pile is fabricated and installed with an initial kink. The pile in the parametric study is assumed to be a 400 mm diameter prestressed precast concrete spun pile, installed in a uniform clay layer with increasing shear strength over depth. |
| author2 |
Teh, Cee Ing |
| author_facet |
Teh, Cee Ing Gan, Chin Hwi |
| format |
Theses and Dissertations |
| author |
Gan, Chin Hwi |
| author_sort |
Gan, Chin Hwi |
| title |
Bearing capacity of a bent pile |
| title_short |
Bearing capacity of a bent pile |
| title_full |
Bearing capacity of a bent pile |
| title_fullStr |
Bearing capacity of a bent pile |
| title_full_unstemmed |
Bearing capacity of a bent pile |
| title_sort |
bearing capacity of a bent pile |
| publishDate |
2009 |
| url |
http://hdl.handle.net/10356/19446 |
| _version_ |
1759856880674406400 |