APLICATION OF PROBABILISTIC APPROACH IN ROCK SLOPE STABILITY ANALYSIS FOR NORTH WALL INSTABILITY AREA (FAILURE #79) AT PT NEWMONT NUSA TENGGARA
In rock slope stability analysis is compromised by a variety of problems. One of arises from uncertainty and variability in rock and rock mass properties. Hence, assessment of performance of slopes cannot be accurately predicted. Traditional slope stability analysis have been made on the basis of th...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/21909 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
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