SLOPE STABILITY ANALYSIS CAUSED BY JAKARTA-BANDUNG HIGH-SPEED RAILWAY PROJECT #11 TUNNEL BLASTING OPERATION USING FINITE ELEMENT METHOD
The construction of the Jakarta-Bandung high-speed rail project includes a tunnel structure that was excavated using the drilling and blasting method. Vibration due to blasting activity can cause damage to rocks and can affect slope stability. This study was conducted with the aim of modeling slo...
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Main Author: | Tarigan, Reformes |
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Format: | Final Project |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/61758 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
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