Three-dimensional limit variation analysis on the ultimate pullout capacity of the anchor cables based on the Hoek-Brown failure criterion
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11629-023-8280-6.pdf
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5. Belghali M, Saada Z, Garnier D, et al. (2017) Pseudo-static stability analysis of rock slopes reinforced by passive bolts using the generalized hoek-brown criterion. J Rock Mech Geotech Eng 9:12. https://doi.org/10.1016/j.jrmge.2016.12.007
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