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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Bibliographic Details
Main Author: Tarigan, Reformes
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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