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- W585514890 abstract "Taking into account the statistical distribution of spacing and shear strength of the discontinuity in rock mass, a theoretical formula is given on the probability of failure of rock structure in fractured rock. The statistical distribution of the shear strength of discontinuity is discussed on the basis of the result of direct shear tests of rock samples. As an example of the application of the theory to the design of rock structure, the stability of a rock slope is evaluated as a function of spacing and shear strength of discontinuity as well as of the height and the gradient of the rock slope. The number of the covering abstract of the congress is TRIS no. 385148. (TRRL)" @default.
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- W585514890 date "1984-06-01" @default.
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- W585514890 title "Reliability engineering approach to the design of rock slope and cavern in fractured rock" @default.
- W585514890 doi "https://doi.org/10.1016/0148-9062(84)91825-4" @default.
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