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Pattern of Normal Tension Cracks on the Landing of Open Pit Bench as an Energy Characteristic of Landslide

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Abstract

The mechanism of rock-mass slope movement due to landslide is investigated. The centers of deformations and zones of increased stresses around them are established on bench model.

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References

  1. A. M. Demin, “Landslides in pits: problem statistics,” in: Proceedings of International Conference on Mining Sciences at the Threshold of the 21st Century [in Russian], Perm (1997).

  2. A. M. Demin and N. P. Gorbacheva, “New conception of investigating natural processes by the example of landslides in open pits,” in: Proceedings of Scientific Conference on High Technologies of Mineral Mining and Processing [in Russian], Novosibirsk (2001).

  3. A. M. Demin, Regularities of Deformation Manifestations in Slopes of Open Pits [in Russian], Nauka, Moscow (1981).

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  4. V. D. Morozov, B. N. Baikov, and A. A. Kovtun, Investigation into the Stress State of Rocks in Open Pit Edges by Polarization-Optical Method [in Russian], Fan, Tashkent (1970).

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  5. A. M. Demin, “Prediction of onset of catastrophic landslide phase at open pit,” Gorn. Zh., No. 10 (1997).

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Demin, A.M., Gorbacheva, N.P. & Rulev, A.B. Pattern of Normal Tension Cracks on the Landing of Open Pit Bench as an Energy Characteristic of Landslide. Journal of Mining Science 39, 552–555 (2003). https://doi.org/10.1023/B:JOMI.0000036222.32721.6f

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  • DOI: https://doi.org/10.1023/B:JOMI.0000036222.32721.6f

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