The role of soil stiffness non-linearity in 1D pile driving simulations
Drivability studies and determination of pile static capacity from driving resistance are an integral part of present foundation engineering practice. The success of both pile driving simulations and back-calculation of static resistance from pile driving resistance (signal matching analyses) depend...
محفوظ في:
| المؤلف الرئيسي: | Salgado, R. (author) |
|---|---|
| مؤلفون آخرون: | Loukidis, D. (author), Abou-Jaoude, G. (author), Zhang, Y. (author) |
| التنسيق: | article |
| منشور في: |
2015
|
| الوصول للمادة أونلاين: | http://hdl.handle.net/10725/13617 https://doi.org/10.1680/geot.13.P.124 http://libraries.lau.edu.lb/research/laur/terms-of-use/articles.php https://www.icevirtuallibrary.com/doi/abs/10.1680/geot.13.P.124 |
| الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
مواد مشابهة
-
Soil stiffness nonlinearity in one-dimensional pile-driving simulations and formulas
حسب: Loukidis, Dimitrios
منشور في: (2019) -
Non-linear base and shaft reaction models for 1-D pile driving analysis
حسب: Loukidis, Dimitrios
منشور في: (2017) -
Assessment of static pile design methods and non-linear analysis of pile driving
حسب: Abou-Jaoude, Grace G.
منشور في: (2006) -
Pile driving formulas based on pile wave equation analyses
حسب: Salgado, Rodrigo
منشور في: (2017) -
Artificially Intelligent 3D-Printed Soft Gripper for Ripeness and Stiffness Identification
حسب: Basharoush, Mohammad
منشور في: (2025)