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...
محفوظ في:
| المؤلف الرئيسي: | |
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| التنسيق: | Final Year Project Report |
| اللغة: | English English |
| منشور في: |
Universiti Malaysia Sarawak (UNIMAS)
2004
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| الموضوعات: | |
| الوصول للمادة أونلاين: | 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/ |
| الوسوم: |
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