Study on the Application of Bolt-Grout Reinforcement in the Deep Soft Rock Roadway

Author:

Dun Zhi Lin1,Ren Da Shuai1,Ren Lian Wei1

Affiliation:

1. Henan Polytechnic University

Abstract

With the increasement of mining depth, the strata behavior of the roadway is obvious. As the stress of surrounding rock increases, the bottom of the soft rock roadway becomes deformed easily compressed by its top rock and two sides rock, which leads to the occurrence of the pucking and roadway destruction. Aiming the air inlet roadway destruction phenomenon of -450th level powder magazine in Hebi Zhongtai Mining Co.Ltd, the geological condition and the mechanism of the roadway failure are analysed comprehensively, and the bolt-grout supporting method is also proposed in this paper. At last, the deformation and heaving floor are controlled effectively which is proved by the field monitoring results.

Publisher

Trans Tech Publications, Ltd.

Reference6 articles.

1. Manchao He and Xiaoming Sun. China's Soft Rock Roadway Supporting Design and Guides (Science Press, Beijing 2004) (In Chinese).

2. Defa Huang, Zongmin Wang and Bin Yang. Rock Formation Grouting and Reinforcement Construction Technology (China university of Mining and Technology Press, Xuzhou 2003) (In Chinese).

3. Lianguo Wang. Mining Research & Development Vol. 20 (2000), p.5 (In Chinese).

4. Subin Chen. China Mining Magazine Vol. 19 (2010), p.78 (In Chinese).

5. Zhe Hao, Laigui Wang and Bin Liu. The grouting theory and application of rock mass (Geology press, Beijing 2006) (In Chinese).

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