Deformation Failure Analysis and Stability Control Technology of Large Section Soft Rock Chamber in Deep Coal Mine

Author:

An Chang Hui1,Zhang Gui Bin2,Liu Zhi Da2,Zhao Kai2,Guo Wei2,Liu Hai Lin2

Affiliation:

1. Coal Industry Jinan Design & Research CO., LTD

2. Shandong University of Science and Technology

Abstract

The chambers of certain coal mine in Shandong such as central substation situate in soft rock which consists of mudstone and fine sandstone, etc. Obvious ground pressure behaviors, large deformation and failure of surrounding rock have serious effect on mine safety production, with the impact of various complicated deep large ground pressure. This paper presents a rational scheme to control the surrounding rock steadily, based on analysis of deformation and failure on large section soft rock chamber, combined with the concept of the" combined supporting technology of long and short anchors" and "the combined supporting technology of three anchors".

Publisher

Trans Tech Publications, Ltd.

Reference9 articles.

1. Hong-tao Wang , Qiang Lv , Guo-an Han , etc. Floor Heave Governance Technology to Gateway with High Swelling Mudstone Floor[J]. Coal Science and Technology, 2010, 38 (9): 54-56.

2. Hong-wen Jing , Yuan-hai Li , Bao-tai Zhao , etc. The Support Theory and Technology of Soft Rock Engineering [M]. Xuzhou: China Mining University Press, (2008).

3. Xuan Bi , Pei-run Wang , Chun-an You. Support Method and Parameter Settled for Mine Roadway with Floor Heave[J]. Coal Science and Technology, 2004, 32 (8): 12-20.

4. Da-wei Li , Zhao-jiong Hou. Stability Control of Surrounding Rock of Low Strength Soft Rock Tunnel. Coal Science and Technology, 2006, 03: 36-39.

5. Jian-biao Bai , Zhao-jiong Hou. Control Principle of Surrounding Rocks in Deep Roadway and Its Application. Journal of China University of Mining & Techonlogy.

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