PENENTUAN KUAT TEKAN JANGKA PANJANG PILAR BATUBARA SILICIFIED DENGAN UJI RAYAPAN BEBAN BERTAHAP DI LABORATORIUM
<b>Abstrak :</b><p align=\"justify\"> <br /> The stability of an underground opening is influenced by a number of factors, including creep behavior of rock. Creep on pillar will take place due to the long term load applied. Consequently, it would be interesting to...
Saved in:
Main Author: | Novi Hartami, Pantjanita |
---|---|
Format: | Theses |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/4712 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Similar Items
-
PENENTUAN KUAT TEKAN JANGKA PANJANG PILAR BATUBARA SILICIFIED DENGAN UJI RAYAPAN BEBAN BERTAHAP DI LABORATORIUM
by: Novi Hartami, Pantjanita -
KAJIAN EFEK SKALA TERHADAP HASIL UJI CREEP TEKAN UNIAKSIAL DENGAN BEBAN BERTAHAP DI LABORATORIUM
by: Kopa, Raimon -
ANALISIS PERILAKU RAYAPAN BATULANAU DENGAN UJI RAYAPAN DI LABORATORIUM
by: Wiyono, Bagus -
KUAT TEKAN DAN KUAT LENTURMIKRO BETON
by: Kadir, Abdul -
PENGARUH PASIR CADAS SAMARINDA TERHADAP KUAT TEKAN BETON
by: Husada, Ginardy