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...

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Bibliographic Details
Main Author: Abraham Tuwan, George
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/76814
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Institution: Institut Teknologi Bandung
Language: Indonesia