›› 2011, Vol. 32 ›› Issue (S1): 459-0463.

• Geotechnical Engineering • Previous Articles     Next Articles

Study of controlling catastrophe for roof strata in shallow seam longwall mining

YANG Zhi-lin   

  1. College of Sciences, Xi'an University of Science & Technology, Xi'an 710054, China
  • Received:2010-11-22 Online:2011-05-15 Published:2011-05-16

Abstract: In accordance with the occurrence behavior of roof strata and the breaking convergence characteristics of main roof in shallow seam longwall mining, this paper studied the catastrophe mechanism and the catastrophe control of main roof during the first weighting by using the initial post-buckling theory and the catastrophe theory, added the sufficient conditions of instability due to sliding for controlling rock blocks after the main roof breaking, perfected the criteria of step convergence of rock blocks for contacting and not contacting with the waste rock from fallen roof, determined the step convergence values, derived the formulae of support force for controlling the step convergence and ensuring the roof stability, and presented an application with the example of Daliuta 1203 face. It is pointed that the rock blocks are in a state of non-equilibrium after main roof breaking, the mechanism of the step convergence is instability due to sliding of structure; the step convergences before and after contacting with the waste rock from fallen roof have some determinate relations with the breaking convergence and the mining height respectively; the intense roof weighting is mainly caused by key roof block sliding; and controlling step convergence is essentially controlling sliding for rock blocks. The results also indicate that the synthetical application of initial post-buckling theory and catastrophe theory can determinate whether step convergence will take place before contacting with the waste rock from fallen roof in accordance with the occurrence state and structure characteristics of roof rock layer, can determinate the motion form after contacting with the waste rock from fallen roof according to mining height of working face and effective filled thickness, and can determinate the support force for controlling step convergences before and after contacting with the waste rock from fallen roof in accordance with the breaking span, the breaking convergence value and the friction coefficient.

Key words: shallow seam, longwall mining, main roof, intability due to sliding, step convergence, controlling rock layer

CLC Number: 

  • TD 325
[1] ZHAO Xiao-dong, GAO Xu-ri, CHEN Yang, WANG Shun-dong, . Symplectic solutions to a thin plate model for the first weighting of main roof in a longwall mining working face [J]. Rock and Soil Mechanics, 2018, 39(12): 4342-4350.
[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] HOU Yun-bing, HE Shang-sen, XIE Sheng-rong,. Damage and rupture laws of main roof between coal seams with a close distance [J]. , 2017, 38(10): 2989-2999.
[4] ZHAO Yan-hai, SONG Xuan-min. Stability analysis and numerical simulation of hinged arch structure for fractured beam in super-long mining workface under shallow seam [J]. , 2016, 37(1): 203-209.
[5] ZHANG Jie,YANG Tao,TIAN Yun-peng,WANG Bin. Experimental test for destruction law of aquiclude under action of mining and seepage [J]. , 2015, 36(1): 219-224.
[6] HUANG Qing-xiang, ZHANG Pei, DONG Ai-ju. Mathematical model of “arch beam” of thick sandy soil layer movement in shallow seam [J]. , 2009, 30(9): 2722-2726.
[7] Huang Qingxiang , Shi Pingwu ; Qian Minggao. Experiment study on the coefficients of friction and inserting of main roof block corner [J]. , 2000, 21(1): 60-63.
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