Defect and length predictions by NDT methods for nine bored piles
Nine bored piles were built at the National Geotechnical Experimentation Sites at Texas A&M University: five at the sand site and four at the clay site. The piles had a nominal diameter of 0.915 m and varied in length from 10.7 m to 24.1 m. Various defects were intentionally placed in the piles...
Saved in:
| Main Author: | Nasr, George (author) |
|---|---|
| Other Authors: | Ballouz, Marc (author), Briaud, Jean-Louis (author) |
| Format: | conferenceObject |
| Published: |
2002
|
| Online Access: | http://hdl.handle.net/10725/6719 https://doi.org/10.1061/40601(256)13 http://libraries.lau.edu.lb/research/laur/terms-of-use/articles.php http://ascelibrary.org/doi/abs/10.1061/40601(256)13 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Static Capacity Prediction by Dynamic Methods for Three Bored Piles
by: Briaud, Jean-Louis
Published: (2000) -
High-order spectra-based deconvolution of ultrasonic NDT signals for defect identification
by: Ghouti, L.
Published: (1997) -
Evaluation of Dynamic Analyses and Static Pile Load Tests from Bored Cast-in-Situ Piles in Dense Sands and Sandstones
by: Abou-Jaoude, Grace
Published: (2008) -
Assessment of static pile design methods and non-linear analysis of pile driving
by: Abou-Jaoude, Grace G.
Published: (2006) -
Software defect prediction. (c2019)
by: Moussa, Rebecca
Published: (2019)