ROCK SLOPE STABILITY ANALYSIS USING SLOPE STABILITY PROBABILITY CLASSIFICATION (SSPC) AND ITS COMPARISON WITH CONTINUOUS SLOPE MASS RATING (CSMR) METHOD ALONG ROAD CUT SLOPES IN TAWAELI-TOBOLI KM 34-45, CENTRAL SULAWESI
The use of a probabilistic approach in rock slope engineering to analyze the degree of stability, has increased slowly over the past two decades. This approach uses the percentage probability of stability on each slope to show how stable a rock slope is. The probabilistic approach to rock slope stab...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/37188 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |