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...

詳細記述

保存先:
書誌詳細
第一著者: Norazlin, Binti Ahmad.
フォーマット: Final Year Project Report
言語:English
English
出版事項: Universiti Malaysia Sarawak (UNIMAS) 2004
主題:
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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