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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| 格式: | Final Project |
| 語言: | Indonesia |
| 在線閱讀: | https://digilib.itb.ac.id/gdl/view/76814 |
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