PREDICTION OF UNRAINED SHEAR STRENGTH AND CHARACTERISTICS OF CONSOLIDATION INDONESIAN CLAY SOIL USING MACHINE LEARNING
The soil compression index (Cc) is a very important parameter to know the magnitude of soil decline, egitu also undrained shear strength (Su) to find out the carrying capacity of the soil with. Cc is obtained from the oedometer test and Su is obtained from triaxial, Direct Shear, and Unconfined Comp...
Saved in:
| Main Author: | |
|---|---|
| Format: | Theses |
| Language: | Indonesia |
| Subjects: | |
| Online Access: | https://digilib.itb.ac.id/gdl/view/64143 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |