Comparison between methods of analysis for deflection of laterally loaded piles
Deep foundation, which used extensively to support highway structures, machinery foundation, high rise building, etc are often subjected to both axial and lateral loads. To obtain a safe and economical design, the method adopted for design of lateral deflection must be appropriate. In this thesis, t...
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| Format: | Thesis |
| Language: | English |
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2007
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| Online Access: | http://eprints.utm.my/11351/1/LowSiawMeiFKA2007.pdf |