A reliability approach within a probabilistic framework is advocated for studying slope stability and especially the relative safety of slopes. The implications of the choice of distribution on the calculated values of failure probability are discussed. -from Author
CITATION STYLE
Chowdhury, R. (1987). Practical aspects of probabilistic studies for slopes. Soil Slope Instability and Stabilisation. Proc. Extension Course, Sydney, 1987, 299–304. https://doi.org/10.1016/0148-9062(89)90307-0
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