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...
محفوظ في:
| المؤلفون الرئيسيون: | , , |
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| التنسيق: | text |
| منشور في: |
Animo Repository
2000
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| الموضوعات: | |
| الوصول للمادة أونلاين: | https://animorepository.dlsu.edu.ph/faculty_research/6279 |
| الوسوم: |
إضافة وسم
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| المؤسسة: | De La Salle University |