Non-linear base and shaft reaction models for 1-D pile driving analysis
Simulation of pile driving is frequently used in present design practice to study pile drivability and to estimate pile static capacity based on driving data. The accuracy of both drivability analysis and static resistance back calculation depends on the models used for the calculation of the soil r...
محفوظ في:
| المؤلف الرئيسي: | Loukidis, Dimitrios (author) |
|---|---|
| مؤلفون آخرون: | Salgado, Rodrigo (author), Abou-Jaoude, Grace (author), Zhang, Yanbei (author) |
| التنسيق: | conferenceObject |
| منشور في: |
2017
|
| الموضوعات: | |
| الوصول للمادة أونلاين: | http://hdl.handle.net/10725/13735 http://libraries.lau.edu.lb/research/laur/terms-of-use/articles.php https://www.issmge.org/publications/publication/non-linear-base-and-shaft-reaction-models-for-1-d-pile-driving-analysis |
| الوسوم: |
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مواد مشابهة
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Soil stiffness nonlinearity in one-dimensional pile-driving simulations and formulas
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The role of soil stiffness non-linearity in 1D pile driving simulations
حسب: Salgado, R.
منشور في: (2015) -
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