ANALYSIS OF INITIAL SUPPORT DESIGN OF SAMARINDA TUNNEL STA 0+425 USING H-BEAM WITH 3D MODELING
The Samarinda tunnel has a horseshoe geometry, egg-shaped with a 10.5 m vertical length and 12.8 horizontal length which will be excavated using the top and bench method. STA 0+425 (BH-04) is the deepest tunnel construction with a depth of 62 m and is in sandstone lithology. Therefore it is neces...
Saved in:
Main Author: | Abraham Tuwan, George |
---|---|
Format: | Final Project |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/76814 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Similar Items
-
ANALYSIS OF INITIAL SUPPORT DESIGN OF SAMARINDA TUNNEL STA 0+425 USING LATTICE GIRDER WITH 3D MODELING
by: Anugrah Krista, Shela -
ROAD TUNNEL INITIAL SUPPORT DESIGN IN SAMARINDA CITY BASED ON TERZAGHI, RMR, AND Q-SYSTEM CLASSIFICATION
by: Samuel Manik, Jo -
EVALUATION AND DESIGN PLANNING OF THE BALIKPAPAN - SAMARINDA TOLL ROAD SECTION 1 (STA 4+000 - STA 10+000)
by: Alexander Benedict S, Joshua -
EVALUATION AND DESIGN PLANNING OF THE BALIKPAPAN â SAMARINDA TOLL ROAD SECTION 1 (STA 4+000 â STA 10+000
by: Sianipar, Steven -
STABILITY ANALYSIS AND ALTERNATIVES SLOPE PROTECTION OF SIGLI â BANDA ACEH TOLL ROAD SECTION 1 (PADANG TIJI-SEULIMEUM) STA 15+425 SD 15+700
by: Aditya Yudha, Khrisna