Abstract
Proper room and pillar sizes are both critical factors for safe mining and high ore recovery rate in shrinkage stoping mining of underground metal mines. The rock masses of Tangdan copper mine of China are fractured, which needs much reinforcement and support prior to mining. Cement-sodium silicate grout technology was selected, then its related parameters such as grout pressure, diffusion radius and time were calculated and proposed. In order to test the effect of the pressured grout in the fractured No.4 ore block, field experiments were conducted. To optimize stoping configuration, three-dimensional numerical simulation with ANSYS and FLAC 3D softwares was proposed. The results show that the drilling porosity and mechanical properties of the rock masses are increased obviously. After grout, ore recovery rate is increased by 10.2 % employing the newly designed stoping configuration compared with the previous. Last, analyzed from the surface movements, roof subsidence and the maximum principal stress of the pillars, the mining safety is probable of being ensured.
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WACLAWIK P, PTACEK J, KONICEK P, KUKUSTSCH R, NEMCIK J. Stress-state monitoring of coal pillars during room and pillar extraction [J]. Journal of Sustainable Mining, 2015, 15(2): 49–56.
JIANG B, WANG L, LU Y, SUN X, JIN G. Ground pressure and overlying strata structure for a repeated mining face of residual coal after room and pillar mining [J]. International Journal of Mining Science and Technology, 2016, 26(4): 645–652.
BOGERT H, JUNG S J, LIM H W. Room and pillar stope design in highly fractured area [J]. International Journal of Rock Mechanics and Mining Sciences, 1997, 34(3, 4): 145–158.
LIU Qin, LIU Zhi-xiang, LIU Ai-hua, LI Wei. Chaotic optimization of structural parameters in gold mining field [J]. Journal of Mining & Safety Engineering, 2010, 27(4): 549–552. (in Chinese)
DONG Jin-kui, FENG Xia-ting, ZHANG Xi-wei, ZHANG Zhong-hui. Stability evaluation and parameter optimization on the fractured rock mass around underground stope [J]. Journal of Northeastern University: Natural Science, 2013, 34(9): 1322–1326. (in Chinese)
LI Shu-cai, WANG Hong-tao, WANG Qi, JIANG Bei, WANG Fu-qi, GUO Nian-bo, LIU Wen-jiang, REN Yao-xi. Failure mechanism of bolting support and high-strength bolt-grouting technology for deep and soft surrounding rock with high stress [J]. Journal of Central South University, 2016, 23(2): 440–448.
DAI Y S, TAN Y H, WU J H, WANG W, LU C H. Properties of bolt-grouting mortar modified with mineral bauxite by chemical activation [J]. Journal of Materials in Civil Engineering, 2016, 28(8): 04016057.
GAO F, STEAD D, KANG H. Numerical simulation of squeezing failure in a coal mine roadway due to mining-induced stresses [J]. Rock Mechanics and Rock Engineering, 2015, 48(4): 1635–1645.
WANG Q, WANG S, SLOAN S W, SHENG D, PAKZAD R. Experimental investigation of pressure grouting in sand [J]. Soils and Foundations, 2016, 56(2): 161–173.
NIKBAKHTAN B, OSANLOO M. Effect of grout pressure and grout flow on soil physical and mechanical properties in jet grouting operations [J]. International Journal of Rock Mechanics & Mining Sciences, 2009, 23(46): 498–505.
BRAS A, GIÃO R, LÚCIO V, CHASTRE C. Development of an injectable grout for concrete repair and strengthening [J]. Cement and Concrete Composites, 2013, 37(3): 185–195.
STEVE D H. ZOU, CHENG Jiu-long, YUE Ren-jie, SUN Xiao-yun. Grout quality and its impact on guided ultrasonic waves in grouted rock bolts [J]. Journal of Applied Geophysics, 2010, 72(2): 102–106.
ZHENG G, ZHANG X S, DIAO Y, LEI H Y. Experimental study on grouting in underconsolidated soil to control excessive settlement [J]. Natural Hazards, 2016, 83(3): 1–19.
DAI Hua-yang, LI Wen-chang, LIU Yi-xin, JIANG Yao-dong. Numerical simulation of surface movement laws under different unconsolidated layers thickness [J]. Transactions of Nonferrous Metals society of China, 2011, 21(s3): 599–603.
SUKANTA K. DASH, SWASTI SUNDER MONDAL, SATISH K. AJMANI. Mathematical simulation of surface wave created in a mold due to submerged entry nozzle [J]. International Journal of Numerical Methods for Heat & Fluid Flow, 2004, 14(5): 606–632.
CHEN Shong-loong, LI Guo-wei, GUI Meen-wah. Effects of overburden, rock strength and pillar width on the safety of a three-parallel-hole tunnel [J]. Journal of Zhejiang University: Science A, 2009, 10(11): 1581–1588.
SHNORHOKIAN S, MITRI H S, LINDSAY M V. Stability assessment of stope sequence scenarios in a diminishing ore pillar original research article [J]. International Journal of Rock Mechanics and Mining Sciences, 2015, 74: 103–118.
CAI Mei-feng, LAI Xing-ping. Evaluation on stability of stope structure based on nonlinear dynamics of coupling artificial neural network [J]. Journal of University of Science and Technology Beijing, 2002, 9(1): 1–4.
DOHERTY J P. A numerical study into factors affecting stress and pore pressure in free draining mine stopes [J]. Computers and Geotechnics, 2015, 63: 331–341.
PEI Ming-song, XU Meng-guo, WANG Ping, JIAO Ao, WANG Chuang, ZHANG Kai-xin. Optimization of stoping sequence during combined mining at Chengchao Iron Mine by numerical simulation [J]. Journal of Wuhan University of Science and Technology, 2016, 39(2): 107–111. (in Chinese)
SHI Xiu-zhi, GOU Yong-gang, CHEN Xin, LUO Jia. Determination and application of the backfill thickness in the residual ore recovery of crown and sill pillar [J]. Journal of Mining & Safety Engineering, 2016, 33(6): 1080–1088. (in Chinese)
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Foundation item: Projects(51374034, 51674012) supported by the National Natural Science Foundation of China; Project(2013BAB02B05) supported by the China National Science and Technology Support Program during the 12th Five-Year Plan Period
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Yu, Sf., Wu, Ax., Wang, Ym. et al. Pre-reinforcement grout in fractured rock masses and numerical simulation for optimizing shrinkage stoping configuration. J. Cent. South Univ. 24, 2924–2931 (2017). https://doi.org/10.1007/s11771-017-3706-3
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DOI: https://doi.org/10.1007/s11771-017-3706-3