ANALYSIS OF THE EFFECT OF BLASTING VIBRATION ON SIDEWALL SLOPE STABILITY WITH PSEUDO-STATIC APPROACH AND MAXIMUM AMOUNT OF EXPLOSIVES CHARGE RECOMMENDATIONS
Ground vibration due to blasting is one of the factors that cause slope stability to decrease. Slope stability analysis was carried out on sidewall slopes to obtain static FoS value, dynamic (pseudostatic) FoS, critical peak particle acceleration (PPA), static probability of failure (PoF) value,...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/61948 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
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