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...
Saved in:
| Main Author: | Abi Shdid, Caesar (author) |
|---|---|
| Other Authors: | Hajali, Masood (author) |
| Format: | article |
| Published: |
2016
|
| Online Access: | 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 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Detecting location of construction defects in drilled shafts using frequency tomography analysis of cross-hole sonic logging
by: Abi Shdid, Caesar
Published: (2014) -
Structural capacity reduction of drilled shaft foundations due to corrosion in longitudinal bars
by: Abi Shdid, Caesar
Published: (2014) -
Cross-hole sonic logging and frequency tomography analysis of drilled shaft foundations to better evaluate anomalies locations
by: Abi Shdid, C.
Published: (2014) -
Behavior of axially loaded drilled shaft foundations with symmetric voids outside and inside the caging
by: Abishdid, Caesar
Published: (2014) -
Contribution of the side resistance and tip resistance on the total axial load capacity of drilled shaft foundations
by: Abishdid, Caesar
Published: (2012)