Computer simulation of underground blast response of pile in saturated soil
This paper treats the blast response of a pile foundation in saturated sand using explicit nonlinear finite element analysis, considering complex material behavior of soil and soil–pile interaction. Blast wave propagation in the soil is studied and the horizontal deformation of pile and effective st...
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Main Authors: | , , , |
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格式: | Article |
語言: | English |
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2017
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在線閱讀: | https://hdl.handle.net/10356/81562 http://hdl.handle.net/10220/42263 |
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機構: | Nanyang Technological University |
語言: | English |