An equivalent discontinuous modeling method of jointed rock masses for DEM simulation of mining-induced rock movements

Author:

Regassa Bayisa,Xu Nengxiong,Mei Gang

Funder

Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Key Laboratory of Deep Geodrilling Technology, Ministry of Land and Resources

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference36 articles.

1. Numerical investigation of unstable rock failure in underground mining condition;Gu;Comput Geotech,2015

2. Severin J, Eberhardt E, Ngidi S, Stewart A. Importance of understanding 3-D kinematic controls in the review of displacement monitoring of deep open pits above underground mass mining operations. In: Diederichs M, Grasselli G, (Eds.), Proceedings of the 3rd CANUS Rock Mechanics Symposium, Toronto, 2009.

3. A time-independent energy model to determine the height of destressed zone above the mined panel in longwall coal mining;Rezaei;Tunn Undergr Space Technol,2015

4. Numerical analysis of block caving-induced instability in large open pit slopes: a finite element/discrete element approach;Vyazmensky;Rock Mech Rock Eng,2010

5. Prediction of caving behavior of strata and optimum rating of hydraulic powered support for longwall workings;Singh;Int J Rock Mech Min Sci,2010

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