CONSTRUCTION OF NEW MULTI-FUNCTION TYPE ARTIFICIAL BOUNDARY PILLAR FOR TRANSITION FROM OPEN PIT TO UNDERGROUND MINING

Authors

  • Honggang Ren University of Science and Technology Beijing, School of Civil and Resource Engineering, Beijing,China
  • Zhuoying Tan University of Science and Technology Beijing, School of Civil and Resource Engineering, Beijing,China
  • Panxue Feng Beijing General Research Institute of Mining & Metallurgy Technology Group, Beijing, China

DOI:

https://doi.org/10.14311/CEJ.2019.01.0008

Keywords:

Multi-function; Artificial boundary pillars; Open pit; Underground mining; Tailings

Abstract

In allusion to the defects of large material consumption and high construction cost of conventional artificial boundary pillar for the transition from open pit to underground mining, a new multi-function type of artificial boundary pillar scheme of reinforced concrete is proposed, which creates favourable conditions for underground mining below the pillar and stacking tailings over the pillar. We established the mechanical model of the artificial pillar, and use MIDAS-FLAC3D software to analyse the stability of the artificial pillar. The result shows that the multifunctional artificial pillar has good impervious control and flood control characteristics and bearing capacity, and can effectively separate the influence between the open pit and the underground, which realizes the effective utilization of resources and greatly improve the economic efficiency of mines. At the same time, the tailings in the open pit will support the open slope and enhance the stability of the slope. Moreover, this method effectively reduces the area of tailings reservoir and has good ecological and environmental protection value, which can provide useful reference for related mines.

Downloads

Download data is not yet available.

References

E. Bakhtavar, K. Shahriar, K. Oraee. Transition from open-pit to underground as a new optimization challenge in mining engineering[J]. Journal of Mining Science, 2009, 45(5):485-494.

E. Bakhtavar. Transition from open-pit to underground in the case of Chah-Gaz iron ore combined mining[J]. Journal of Mining Science, 2013, 49(6):955-966.

E.A Cordova, M.G Nelson. Open pit and underground mine interaction with phase 2[C]. 44th U.S. Rock Mechanics Symposium and 5th U.S.-Canada Rock Mechanics Symposium, 2010, Salt Lake City, Utah.

Bakhtavar Ezzeddin, Shahriar Kourosh, Oraee Kazem. Mining method selection and optimization of transition from open pit to underground in combined mining[J]. Archives of Mining Sciences, 2009, 54(3):481-493.

Lu Guang-luo, Zhou Quan, Liu Xiao-ming. Safety analysis of interlayer thickness from open pit to underground mining[J]. Journal of Mining and Safety Engineering, 2011, 28(1):132-137.

Zhao Xing-dong, Li Lian-chong, Tang Chun-an. Stability of boundary pillars in transition from open pit to underground mining[J]. Journal of Central South University, 2012,19(11): 3256-3265.

I.V. Sokolov, A.A. Smimov, Yu. G Antipin. Rational design of ore discharge bosom in transition from open pit to underground mining in udachny mine[J]. Journal of Mining Science January, 2013, 49(1): 90-98.

C. Gonzalez-Nicieza, M.I. Alvarez-Fernandez, A. Menendez-Diaz. A comparative analysis of pillar design methods and its application to marble mines[J]. Rock Mechanics and Rock Engineering, 2006, 39(5): 421-444.

Liu Hong, Hu Qian-ring, Wang Jin-an. Analysis on stability of pillar and stiff roof system in the gob area[J]. Journal of Coal Science&Engineering, 2009, 15(2): 206-209.

Bi Jinzhong, Wang Ping, Chen Cong. Study on safety thickness oftop-pillar in transferring from open pit to underground mining[J]. Nonferrous Metals:Mine Section, 2013, 65(4):8-11. (in Chinese)

Shi Jianjun, Meng Haili, Gao Kelin. Numerical simulation of the stability of boundary pillar[J]. Mining and Metallurgical Engineering, 2004, 24(6):7-10. (in Chinese)

Liu Ting-ting, Lu Guo-bin, Tong Li-ming. Numerical simulation study of the influence on stability of slope by underground mining under opencast coal mine slope[J]. Journal of Coal Science&Engineering, 2011, 17(4): 397-400.

Alexander Vyazmensky, D.Stead, D. Elmo. Numerical analysis of block caving-induced instability in large open pit slopes:A finite element / discrete element approach[J]. Rock Mechanics and Rock Engineering, 2010, 43(1): 21-39.

A.Mortazavi, EP. Hassani, M. Shabani. A numerical investigation of rock pillar failure mechanism in underground openings[J]. Computers and Geotechnics, 2009, 36: 691-697.

A. Jaiswal, B.K. Shrivastva. Numerical simulation of coal pillar strength[J]. International Journal of Rock Mechanics & Mining Sciences, 2009, 46: 779-788.

Downloads

Published

2019-04-30

How to Cite

Ren, H., Tan, Z., & Feng, P. (2019). CONSTRUCTION OF NEW MULTI-FUNCTION TYPE ARTIFICIAL BOUNDARY PILLAR FOR TRANSITION FROM OPEN PIT TO UNDERGROUND MINING. Stavební Obzor - Civil Engineering Journal, 28(1). https://doi.org/10.14311/CEJ.2019.01.0008

Issue

Section

Articles