Assessment of static pile design methods and non-linear analysis of pile driving
Pile foundations are used to transfer loads from the superstructure to deep layers in a soil deposit. Depending on the installation method, piles can either preserve the original soil density and stress state to a certain degree (e.g., bored piles), or induce changes that cannot be easily quantified...
Saved in:
| Main Author: | Abou-Jaoude, Grace G. (author) |
|---|---|
| Format: | masterThesis |
| Published: |
2006
|
| Online Access: | http://hdl.handle.net/10725/6690 http://libraries.lau.edu.lb/research/laur/terms-of-use/thesis.php https://www.proquest.com/docview/305265315?pq-origsite=gscholar&fromopenview=true |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
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) -
Non-linear base and shaft reaction models for 1-D pile driving analysis
by: Loukidis, Dimitrios
Published: (2017) -
The role of soil stiffness non-linearity in 1D pile driving simulations
by: Salgado, R.
Published: (2015) -
Pile driving formulas based on pile wave equation analyses
by: Salgado, Rodrigo
Published: (2017) -
Static Capacity Prediction by Dynamic Methods for Three Bored Piles
by: Briaud, Jean-Louis
Published: (2000)