Geomechanical assessment of reinforcing properties of the lignosa root systems on the hillsides and technogenic slopes

Rakishev B.R.¹, Kovrov O.S.², Fedotov V.V.²

¹Kazakh National Research Technical University named after K.I. Satpayev, Almaty, Kazakhstan

¹National Mining University, Dnipropetrovsk, Ukraine

Min. miner. depos. 2015, 9(3):355-362

https://doi.org/10.15407/mining09.03.355

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ABSTRACT

The geomechanical model of the slope with the lignosa root systems introduced as the characteristic phytoanchor is proposed. The safety factors of the slope with consideration of the geometric parameters and physical-mechanical properties of the rocks are calculated. Geomechanical assessment of the root systems reinforcing properties for the landslide-prone slopes is carried out.

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