›› 2015, Vol. 36 ›› Issue (S2): 333-339.doi: 10.16285/j.rsm.2015.S2.045

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Effect of working face length and advancing speed on strata behaviors in high-intensity mining

YANG Jing-hu, SUN Shao-long, KONG De-zhong   

  1. School of Resources and Safety Engineering, China University of Mining and Technology(Beijing), Beijing 100083,China
  • Received:2015-03-08 Online:2015-08-31 Published:2018-06-14

Abstract: The high-intensity mining face has complex strata behaviors and high propensity to support crushing, roof falling and other disasters. To theoretically explain the characteristics of strata behaviors in high-intensity mining, the general characters of high-intensity mining and its influence on strata behaviors are analyzed first. Then taking the roof’s first caving for example, based on the plate structure theory and the rock mechanics testing, a formula of first caving interval under different advancing speeds and with different face lengths is derived; and the impact mechanism of working face length and advancing speed on working resistance of support is also explained. The results show that, working face length affect the stress distribution of roof while advancing speed change bearing capacity of roof; the shorter the working face is and faster the advancing speed is; the greater the roof’s first caving interval is. In most of high-intensity mining, the working face length is more than 200 m. At this point, strata behaviors are mainly affected by advancing speed instead of face length. Thus, the roof’s caving interval and working resistance of support in high-intensity mining face are bigger than the general, and easier to support crushing, roof falling and other disasters.

Key words: high-intensity mining, strata behaviors, advancing speed, face length, working resistance

CLC Number: 

  • TD 325
[1] LIU Chang, LIU Zheng-he, ZHANG Jun-wen, YANG Zeng-qiang, CAI Zhen-chuan, LI Yu-lin,. Effect of mining face length on the evolution of spatial structure of overlying strata and the law of underground pressure in large mining height face [J]. , 2018, 39(2): 691-698.
[2] WANG Bei-fang, LIANG Bing, SUN Ke-ming, WU Zhan-chao,SUN Wei-ji, JIANG Li-guo, WANG Jun-guang,. Research on overlying strata response and control during typical shallow coal seam longwall mining [J]. , 2017, 38(9): 2693-2700.
[3] YANG Deng-feng,ZHANG Lin-fan,CHAI Mao,LI Bo,BAI Yi-fei,. Study of roof breaking law of fully mechanized top coal caving mining in ultra-thick coal seam based on fracture mechanics [J]. , 2016, 37(7): 2033-2039.
[4] BAI Ting-hui,LIU Shu-jia,LIAO Shao-ming, . Experimental study of disturbance caused by the advancing speed of shield tunneling in soft soil [J]. , 2016, 37(7): 2040-2046.
[5] JIANG Jin-quan, DAI Jin, WANG Pu, ZHANG Lin-liang. Overlying hard and thick strata breaking movement and broken-roof control [J]. , 2014, 35(S1): 264-270.
[6] SI Rong-jun, WANG Chun-qiu, TAN Yun-liang. Numerical simulation of abutment pressure distribution laws of working faces [J]. , 2007, 28(2): 351-354.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .
[2] ZHANG Wen-jie,CHEN Yum-min. Pumping tests and leachate drawdown design in a municipal solid waste landfill[J]. , 2010, 31(1): 211 -215 .
[3] GONG Wei-li, AN Li-qian, ZHAO Hai-yan, MAO Ling-tao. Multiple scale characterization of CT image for coal rock fractures based on image description[J]. , 2010, 31(2): 371 -376 .
[4] WAN Zhi, DONG Hui, LIU Bao-chen. On choice of hyper-parameters of support vector machines for time series regression and prediction with orthogonal design[J]. , 2010, 31(2): 503 -508 .
[5] SUN Xi-yuan, LUAN Mao-tian, TANG Xiao-wei. Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground[J]. , 2010, 31(2): 667 -672 .
[6] WANG Ming-nian, GUO Jun, LUO Lu-sen, Yu Yu, Yang Jian-min, Tan Zhon. Study of critical buried depth of large cross-section loess tunnel for high speed railway[J]. , 2010, 31(4): 1157 -1162 .
[7] TAN Feng-yi, Jiang Zhi-quan, Li Zhong-qiu, YAN Hui-he. Application of additive mass method to testing compacted density of filling material in Kunming new airport[J]. , 2010, 31(7): 2214 -2218 .
[8] CHAI Bo, YIN Kun-long, XIAO Yong-jun. Characteristics of weak-soft zones of Three Gorges Reservoir shoreline slope in new Badong county[J]. , 2010, 31(8): 2501 -2506 .
[9] WANG Xue-wu,XU Shang-jie,DANG Fa-ning,CHENG Su-zhen. Analysis of stability of dam slope during rapid drawdown of reservoir water level[J]. , 2010, 31(9): 2760 -2764 .
[10] WANG Wei-ming, SUN Rui, CAO Zhen-zhong, YUAN Xiao-ming. Comparative study of features of liquefied sites at home and abroad[J]. , 2010, 31(12): 3913 -3918 .