STUDY ON THE RELATION OF POROSITY, SLAKE DURABILITY INDEX AND UNIAXIAL COMPRESSIVE STRENGTH OF CLAYSTONE IN LABORATORY
Human activities associated with excavation or landfill will always face problems with slope stability. In case of a surface mining slope, the rocks are subjected to <br /> <br /> <br /> direct contact to the sun, water and climate change. This contact causes weathering or shatte...
Saved in:
Main Author: | RIZKY AMISTY (NIM : 12106020); Pembimbing : Dr. Ir. Ridho K. Wattimena, MT, FIRDAUZI |
---|---|
Format: | Final Project |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/18500 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Similar Items
-
STUDY OF PRESSURE EFFECT COMPRESSION COMPRESSIVE COAL PILLAR STRENGTH MODEL IN THE LABORATORY
by: SAOR SIHOTANG (NIM : 12106010); Pembimbing : Dr. Ir. Ridho Kresna Wattimena, MT, ALFRED -
A validation study for the estimation of uniaxial compressive strength based on index tests
by: Kong, Fanmeng, et al.
Published: (2020) -
Influence of claystone deterioration on shear strength of backfill
by: Pisut Rodvinij, et al.
Published: (2018) -
Influence of claystone deterioration on shear strength of backfill
by: Pisut Rodvinij, et al.
Published: (2018) -
Influence of claystone deterioration on shear strength of backfill
by: Rodvinij P., et al.
Published: (2017)