Probabilistic analysis of width-limited 3D slope considering spatial variability of Hoek–Brown rock masses
Author:
Funder
Innovative Research Group Project of the National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s00603-024-04059-2.pdf
Reference54 articles.
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2. Baligh MM, Azzouz AS (1975) End effects on stability of cohesive slopes. J Geotech Geoenviron Eng 101(11):1105–1117
3. Blatman G, Sudret B (2010) An adaptive algorithm to build up sparse polynomial chaos expansions for stochastic finite element analysis. Probabilist Eng Mech 25(2):83–197
4. Cao ZJ, Wang Y (2013) Bayesian approach for probabilistic site characterization using cone penetration tests. J Geotech Geoenviron Eng 139(2):267–276
5. Chakraborti S, Konietzky H, Walter K (2012) A comparative study of different approaches for factor of safety calculations by shear strength reduction technique for non-linear hoek-brown failure criterion. Geotech Geol Eng 30:925–934
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