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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フォーマット: | Final Year Project Report |
言語: | English English |
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Universiti Malaysia Sarawak (UNIMAS)
2004
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オンライン・アクセス: | 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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