CISUMDAWU HIGHWAY SECTION 4 OPEN CUT SLOPE STABILITY ANALYSIS DUE TO BLASTING VIBRATION WITH NEWMARK DISPLACEMENT ANALYSIS
Section 4 Cisumdawu Toll Road was built by carrying out blasting activities. Blasting could affect slope stability, so it is necessary to find the value of the Factor of Safety (FoS) dynamically. The analysis was conducted using 2D numerical modeling with Slide2 software for Limit Equilibrium Method...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/63061 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |