NUMERICAL MODELING OF TRIAXIAL TEST USING FINITE DIFFERENCE METHOD WITH MOHR-COULOMB FAILURE CRITERION
Several parameters are needed in determining a slope or underground tunnel safety factor, including the internal friction angle and the cohesion value. The value of cohesion and friction angle can be obtained from several kinds of tests, one of which is the triaxial test. This triaxial test is carri...
Saved in:
Main Author: | Ibrahim Pinardi, Fahmi |
---|---|
Format: | Final Project |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/67760 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Similar Items
-
NUMERICAL MODELLING OF TRIAXIAL TEST USING FINITE DIFFERENCE METHOD WITH HOEK-BROWN FAILURE CRITERION
by: Nabila Tsamara Firtania, Muthia -
Understanding induced fracture instability based on the Mohr-Coulomb failure criterion
by: Liu, Mengqin
Published: (2018) -
DIFFERENCES IN TUNNEL STABILITY PARAMETERS USING MOHR-COULOMB AND HOEK-BROWN FAILURE CRITERIA
by: Ash-Shiddiqi, Hasbi -
DEVELOPMENT OF UNSATURATED TRIAXIAL APPARATUS AND STUDY MOHR-COULOMB EXTENDED FAILURE CRITERIA FOR COMPACTED CRUSH SHALE AT MATRIC SUCTION 39,2 KPA
by: Anwar Fathoni, Mohammad -
MESH DEPENDENCY IN NUMERIC MODELING FOR DETERMINATION OF THE FAILURE ZONE THICKNESS AROUND THE TUNNEL BASED ON MOHR COULOMB CRITERIA
by: Putri Pratiwi, Anindita