STABILITY OF THE TUNNEL IN THE FRACTURE ZONE USING 3D NUMERICAL MODELING
This final project presents a case study on tunneling through a 42 meters fracture zone with a cover depth only 11 – 32 m. The tunnel, which will serve as a two – lane one way road, has a horseshoe shape with dimensions of 12.8 meters in width and 10.5 meters in height. This tunnel is in Samarind...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/84219 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |