ANALYSIS OF THE INTERMEDIATE PRINCIPAL STRESS EFFECT ON MULTISTAGE TRUE TRIAXIAL TEST
In actual conditions in the field, rock masses will receive different stresses from all directions or can be called nonhydrostatic. Nonhydrostatic can be caused by the presence of cleavage, foliation, schistophytes, micro fissures, macro fissures, stiffness, and bedding. This encourages the devel...
Saved in:
Main Author: | Rachmad Iswanto, Dadang |
---|---|
Format: | Final Project |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/40322 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Similar Items
-
ANALYSIS OF THE INTERMEDIATE PRINCIPAL STRESS EFFECT ON CONVENTIONAL TRUE TRIAXIAL TEST
by: Jessica Devira Gunawan, Janet -
COMPARITIVE STUDY METHODS FOR CONFINING PRESSURE ENHANCEMENT IN TRUE TRIAXIAL MULTISTAGE TESTING
by: Alief Akbar, Muhamad -
EXPERIMENTAL STUDY OF PRINCIPAL STRESS VARIATION EFFECT AT TRUE TRIAXIAL TEST ON BANDUNG SOFT CLAY STRESS DEFORMATION BEHAVIOUR
by: KURNIAWAN, RAHMAT -
STUDY IN COMPARING MULTISTAGE-TRIAXIAL TEST TO CONVENTIONAL-TRIAXIAL TEST IN LIMESTONE SAMPLES
by: ANINDITA (NIM 12104012); Pembimbing: Dr. Ir. Ridho K. Wattimena, MT., PRASASTA -
EVALUATION OF MULTISTAGE TRIAXIAL TEST TO CONVENTIONAL TRIAXIAL TEST ON PATAS CLAYSTONE, EAST KALIMANTAN
by: RACHMAWAN (NIM 12104063), RIANDI