Soil stiffness nonlinearity in one-dimensional pile-driving simulations and formulas
Driven piles are commonly used as foundation elements in engineering projects. Due to their simplicity, pile-driving formulas have been widely used in practice to estimate static pile capacity based on observations made during pile driving. Existing formulas make no distinction of the soil type surr...
محفوظ في:
| المؤلف الرئيسي: | |
|---|---|
| مؤلفون آخرون: | , , , |
| التنسيق: | conferenceObject |
| منشور في: |
2019
|
| الموضوعات: | |
| الوصول للمادة أونلاين: | http://hdl.handle.net/10725/13661 https://doi.org/10.1520/STP161120170211 http://libraries.lau.edu.lb/research/laur/terms-of-use/articles.php https://www.astm.org/stp161120170211.html |
| الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|