Soil structure interaction analysis of toe kick-out failure
Traditional methods of calculating toe kick-out of a braced retaining wall assume the wall deflects uniformly and fully mobilised earth pressures acting on the wall creating driving and resisting moments. In this project, a study of the differences between using the Finite Element Method (FEM) and c...
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| 格式: | Final Year Project |
| 語言: | English |
| 出版: |
2016
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| 在線閱讀: | http://hdl.handle.net/10356/67747 |
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| 機構: | Nanyang Technological University |
| 語言: | English |