NUMERICAL MODELING OF TILT-TESTING IN LABORATORY SCALE
The parameter that affects the shear-strength in unfilled joints is the peak friction angle of the discontinuous field and it is determined by the roughness, joint wall compressive strength, basic friction angle (?b) of the dry, flat, and non-dilatant surface as well as the cohesion value assumed to...
Saved in:
| Main Author: | |
|---|---|
| Format: | Theses |
| Language: | Indonesia |
| Subjects: | |
| Online Access: | https://digilib.itb.ac.id/gdl/view/54238 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |