Analysis of a Rock Slope with an Infilled Planar Joint Using Deterministic and Probabilistic Approaches

Author:

Gautam BhawarnabORCID,Mehndiratta SiddharthORCID

Publisher

Springer Science and Business Media LLC

Reference42 articles.

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2. Bar N, Barton NR (2016) Empirical slope design for hard and soft rocks using Q-slope. In: ARMA US Rock Mechanics/Geomechanics Symposium (pp ARMA-2016). ARMA

3. Beyabanaki SAR (2020) A comparison between using finite difference and limit equilibrium methods for landslide analysis of slopes containing a weak layer. Am J Eng Res 9(12):68–79

4. Chen Z, Du J, Yan J, Sun P, Li K, Li Y (2019) Point estimation method: Validation, efficiency improvement, and application to embankment slope stability reliability analysis. Eng Geol 263:105232

5. Düzgün HŞB, Paşamehmetoğlu AG, Yücemen MS (1995) Plane failure analysis of rock slopes: a reliability approach. Int J Surface Min Reclam 9(1):1–6

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