Empirical equations of lateral resistance of a single pile subjected to laterally spreading liquefied ground
A series of shaking table tests were carried out to observe the behavior of a single pile subjected to laterally spreading liquefied ground. The pile was modeled as buried cylinder that corresponds to a sectional model of a prototype pile at a certain depth in the subsoil. The effects of ground shak...
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Animo Repository
2000
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| 在線閱讀: | https://animorepository.dlsu.edu.ph/faculty_research/6279 |
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