DYNAMIC SLOPE STABILITY ANALYSIS DUE TO BLASTING ACTIVITIES USING PSEUDOSTATIC, NEWMARK AND DYNAMIC NUMERIC ANALYSIS
Blasting activities was carried out at Quarry A mine may result considerable ground vibration around rock mass slope which led to the deformation of the slope structure. Blasting vibration can increase the load on the slope resulting in reduced slope stability as indicated by safety factor and sl...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/80213 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |