Probabilistic Stability Analysis of a Three-Dimensional Rock Slope Characterized by the Hoek-Brown Failure Criterion

Q. Pan; Y.-J. Jiang; D. Dias

Journal Articles Journal of Computing in Civil Engineering Year : 2017

Probabilistic Stability Analysis of a Three-Dimensional Rock Slope Characterized by the Hoek-Brown Failure Criterion

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Q. Pan

Function : Author

Northwestern Polytechnical University [Xi'an]

Y.-J. Jiang

Function : Author

D. Dias

Function : Author

Laboratoire sols, solides, structures - risques [Grenoble]

GéoMécanique

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Géotechnique

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https://hal.science/hal-02019594

Submitted on : Thursday, February 14, 2019-4:06:05 PM

Last modification on : Thursday, April 4, 2024-6:20:17 PM

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hal-02019594 , version 1 (14-02-2019)

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HAL Id : hal-02019594 , version 1

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Q. Pan, Y.-J. Jiang, D. Dias. Probabilistic Stability Analysis of a Three-Dimensional Rock Slope Characterized by the Hoek-Brown Failure Criterion. Journal of Computing in Civil Engineering, 2017, 31 (5). ⟨hal-02019594⟩

Probabilistic Stability Analysis of a Three-Dimensional Rock Slope Characterized by the Hoek-Brown Failure Criterion

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