Open access
Sep 2026
Accurate stability assessment of potentially unstable rock blocks is essential for the safe construction and operation of hydropower infrastructure. This study applies a comparative limit-equilibrium workflow to a single, well-characterized sliding-type rock block (156.7 m3) bounded by three discontinuities (J1 250°/35...
Shi-Shu Zhang, Cong-Yan Ran, Jing-Wu Xu et al.
· Applied Sciences · 0 citations
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Sep 2026
Samia Lamara, M. Baheddi, Nafissa Baziz et al.
· Transportation Infrastructur... · 0 citations
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Sep 2026
Lin-Lan Shao, Yu-Ke Wang, Yu-Kuai Wan et al.
· Stochastic environmental res... · 0 citations
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Open access
Sep 2026
Purpose. To develop and validate an integrated methodology for open-pit slope stability assessment that provides a traceable transition from structural data of a fractured rock mass to Q′-GSI classification, kinematic analysis, strength parameter calibration, deterministic and probabilistic stability assessment, and qu...
A. Mussin, A. Imashev, N. Suleimenov et al.
· Mining of Mineral Deposits · 0 citations
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Open access
Oct 2026
Concrete-face rockfill dams (CFRDs) constructed in narrow valleys and on spatially heterogeneous foundations may experience nonuniform seepage and deformation, while local defects in the seepage-control system can further affect their operational safety. This study establishes a three-dimensional finite element model o...
Tao Li, Tao Xia, Shuai Wang et al.
· Water · 0 citations
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Conference
Open access
2026
Slope stability determination within homogeneous rock masses was examined using analytical-numerical calculations tailored for circular cylindrical slip surfaces. Traditional pit wall and waste dump stability calculations faced delays due to time-consuming iterative approximations, which limited automated monitoring...
A. Bolotnikov, A. Romanenko, D. Brovko et al.
· E3S Web of Conferences · 0 citations
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