A Study on the Roof Fracture Mechanism of Large Cutting Height Workface in Shallow Thick Coal Seam

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Abstract:

Based on the high mining height of large cutting height workface in shallow thick coal seam and the few falling waste rock in goaf, the key roof can not be supported effectively, the facture mechanical model of key roof was established. The theoretical calculation formula of key stratum fracture step and working resistance of support were obtained by using fracture mechanics. The results show that the fracture step of key roof relate to not only the mechanical character of key roof and the load of overlaying rock seam, but also the working resistance of support and horizontal pressure in key roof. The reasonable working resistance of support and the step of roof fracture were analyzed in 1-2coalmine 51104 face of a mine in Dongsheng area. The theoretical results are well agreeable with the field measured results.

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Periodical:

Advanced Materials Research (Volumes 347-353)

Pages:

183-188

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Online since:

October 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Qian Minggao,Shi Pingwu. Underground pressure and rock stratum control[M]. Xuzhou: China University of Mining Technology Press, 2003:280-293.

Google Scholar

[2] Song Zhenqi. Practical underground pressure and control[M]. Xuzhou: China University of Mining Technology Press, 1995:174-230.

Google Scholar

[3] Chen Zhonghui,Xie Heping,Li Quansheng. Study on plate group mechanical modle for main roof of longwall face [J]. Journal of China Coal Society,2005,30(2):172-176.

Google Scholar

[4] Feng Zhengchao,Zhao Yangsheng. Control effect of fissure scale on deformation and failure of rock mass[J]. China Journal of Rock Mechanics and Engineering ,2008,27(1):78-83.

Google Scholar

[5] Hou Zhongjie. The criterion on determining main roof in breaking zone and its application to the shallow seam[J]. Journal of China Coal Society,2003,28(1):17-20.

Google Scholar

[6] Huang Qingheng. Ground pressure behavior and definition of shallow seams[J]. Chinese Journal of Rock Mechanics and Engineering ,2002,21(8):1 011-1 015.

Google Scholar

[7] Yu Xiaozhong,Jiao Changxin,Zhou Qunli. Rock and concrete fracture mechanics[M]. Changsha: Central South University of Technology Press, 1991:230-278.

Google Scholar

[8] Qiu Chongguang,Lv Yunbing,Zhang Hanxing. Rock and concrete fracture mechanics[M]. Wuhan: Science Press, 1991:36-66,81-105.

Google Scholar

[9] Hou Zhongjie,Zhang Jie. Criterion of broken and limit stride calculation in shallow coal seam coved with thick loose layer[J]. Journal of Liaoning Technical University,2004,24(5):57-62.

Google Scholar

[10] Song Xuanmin. Effects of increasing working face's length on underground pressure behaviors of mining super-high faces under shallow coal seam[J]. China Journal of Rock Mechanics and Engineering ,2008,26(2):4007-4012.

Google Scholar