The Theory and Practice of Forepoling Pre-Stressed System Bolt in Preventing the Rib Spalling

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Abstract:

Based on the particularity of loose and broken of the surrounding rock of roadway, there will be rib spalling after excavating of roadway without support problem. Through analyzing for the specific reasons of the rib spalling, the theory of forepoling pre-stressed system and forepoling support project were put forward. The broken rock zone test in normal roadway support indicating that this technology can effectively prevent the rib spalling before and after digging, having good supporting effect and economic benefits.

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Periodical:

Advanced Materials Research (Volumes 734-737)

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883-887

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Online since:

August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Dong Fangting. ROADWAY SUPPORT THEORY BASED ON BROKEN ROCK ZONE[J]. JOURNAL OF CHINA COAL SOCIETY,1994(2).

Google Scholar

[2] PAN Rui. The application bolt built-up-arch theory in coal roadway [J]. Ground Pressure and Strata Control,2002(2).

Google Scholar

[3] ZHOU Qiao. With engineering rock forepoling bolt construction method of crushing [J]. Coal Engineering,2009(7).

Google Scholar

[4] QIAN Ming-gao SHI Ping-wu. Mining pressure and strata control [M]. Xuzhou:Coal industry publishing house,(2003).

Google Scholar

[5] KONG Heng,MA Nian-jie,WANG Meng-shu. Anchorage technology and its theoretical research status and direction [J]. China's mining industry,2001(11).

Google Scholar