3 DIMENSIONAL ANALYSIS FOR NATURAL SLOPE STABILITY DUE TO BLASTING ACTIVITIES IN THE 11TH TUNNEL OF JAKARTA-BANDUNG HIGHSPEED RAILWAY
Tunnel excavation using blasting produce ground vibrations that can give an affect to the environments which are the tunnel itself and the surface above the tunnel. This research was conducted in order to analyze the stability of the natural slope above the tunnel due to blasting activity. The analy...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/63961 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
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