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This document presents the results of a slope stability analysis. It shows the factor of safety values against failure for a 7m high critical slope using both deterministic and probabilistic methods. The deterministic FS is 2.285 and the mean FS is 2.289. The probability of failure is 0% and the reliability indices are 11.502 for normal conditions and 16.898 for lognormal conditions.

Author

Novandri Kusuma

Language

EN