Analysis of laterally loaded pile
Generally the lateral load for single pile are analysed as vertical beam support on elastic foundation and the surrounding soil can be modelled by using Winkler's hypothesis which is the soil is replaced by series of infinitely closely spaced independent elastic springs. Usually the solution fo...
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| 主要作者: | |
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| 格式: | Final Year Project Report |
| 語言: | English English |
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Universiti Malaysia Sarawak (UNIMAS)
2004
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| 主題: | |
| 在線閱讀: | http://ir.unimas.my/id/eprint/23715/1/Analysis%20of%20laterally%20loaded%20pile%20%2824%20pgs%29.pdf http://ir.unimas.my/id/eprint/23715/4/Norazlin%20ft.pdf http://ir.unimas.my/id/eprint/23715/ |
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