Numerical study of pile behaviour adjacent to braced excavation in clay
Piles are often subjected to lateral loads induced by geotechnical activities such as tunnelling, embankment, and excavation. These lateral loads could be detrimental to piles should it induce excessive lateral soil deformation. This report will specifically focus on pile b...
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| 格式: | Final Year Project |
| 語言: | English |
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Nanyang Technological University
2021
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| 主題: | |
| 在線閱讀: | https://hdl.handle.net/10356/149656 |
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| 機構: | Nanyang Technological University |
| 語言: | English |