Experimental validation of an empirical model for computing the diameter of drilled shafts during construction using CSL signal processing
Drilled shaft foundations are increasingly being used to support various types of buildings and infrastructure facilities. The load carrying capacity of these drilled shafts is largely dependent on their diameter. The large loads carried by such structural elements make quality control and assurance...
محفوظ في:
| المؤلف الرئيسي: | |
|---|---|
| مؤلفون آخرون: | |
| التنسيق: | article |
| منشور في: |
2016
|
| الوصول للمادة أونلاين: | http://hdl.handle.net/10725/4624 http://dx.doi.org/10.1061/(ASCE)CP.1943-5487.0000486 http://libraries.lau.edu.lb/research/laur/terms-of-use/articles.php http://ascelibrary.org/doi/abs/10.1061/(ASCE)CP.1943-5487.0000486 |
| الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|