CRITICAL DISPLACEMENT OF CISUMDAWU HIGHWAY SECTION 4 ANDESITE ROCK SLOPE ANALYSIS DUE TO BLASTING VIBRATION USING NEWMARK DISPLACEMENT ANALYSIS METHOD
Analysis of slope the slope factor of safety (FoS) can be calculated using two principles, pseudostatically and dynamically. FoS that calculated based on the pseudostatic principle is too conservative due to the slope is assumed to receive the maximum load/acceleration without considering the durati...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/67484 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
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