Pile testing using Osterberg cell
This dissertation covers pile testing on axially loaded bored piles using the Osterberg cell method, including its working principle, installation procedure, testing method and analysis of results. Reliability, costs, advantages and disadvantages associated to adopting the method are also discussed.
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Language: | English |
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2008
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Online Access: | http://hdl.handle.net/10356/11853 |
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sg-ntu-dr.10356-118532023-03-03T19:15:13Z Pile testing using Osterberg cell Khoo, Han Sen. Wong, Kai Sin School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical This dissertation covers pile testing on axially loaded bored piles using the Osterberg cell method, including its working principle, installation procedure, testing method and analysis of results. Reliability, costs, advantages and disadvantages associated to adopting the method are also discussed. Master of Science (Geotechnical Engineering) 2008-09-25T06:30:46Z 2008-09-25T06:30:46Z 2004 2004 Thesis http://hdl.handle.net/10356/11853 en Nanyang Technological University 123 p. application/pdf |
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DRNTU::Engineering::Civil engineering::Geotechnical Khoo, Han Sen. Pile testing using Osterberg cell |
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This dissertation covers pile testing on axially loaded bored piles using the Osterberg cell method, including its working principle, installation procedure, testing method and analysis of results. Reliability, costs, advantages and disadvantages associated to adopting the method are also discussed. |
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Wong, Kai Sin |
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Wong, Kai Sin Khoo, Han Sen. |
format |
Theses and Dissertations |
author |
Khoo, Han Sen. |
author_sort |
Khoo, Han Sen. |
title |
Pile testing using Osterberg cell |
title_short |
Pile testing using Osterberg cell |
title_full |
Pile testing using Osterberg cell |
title_fullStr |
Pile testing using Osterberg cell |
title_full_unstemmed |
Pile testing using Osterberg cell |
title_sort |
pile testing using osterberg cell |
publishDate |
2008 |
url |
http://hdl.handle.net/10356/11853 |
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1759854489488064512 |