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Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 10, Pp 4034-4045 (2024)
The prediction of slope stability is considered as one of the critical concerns in geotechnical engineering. Conventional stochastic analysis with spatially variable slopes is time-consuming and highly computation-demanding. To assess the slope stabi
Externí odkaz:
https://doaj.org/article/727b3b1d076048c69f9e0ddaa26c761f