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

Zhi Lin Dun; Da Shuai Ren; Lian Wei Ren

doi:10.4028/www.scientific.net/AMM.90-93.1956

Paper Titles

Numerical Simulation Research on Earthquake Induced Dynamic Responses of Underground Tunnel
p.1931

Stability Analysis of Tunnel Surrounding Rock and Shotcrete Lining and Rock Bolts Based on Strength Reduction Finite Element Method
p.1936

The Research of Seismic Active Earth Pressure with Mode of Translation by Horizontal Slices Analysis Method and Shaking Table Tests
p.1942

3D Finite Element Simulation on During Shield Tunneling
p.1950

Study on the Application of Bolt-Grout Reinforcement in the Deep Soft Rock Roadway
p.1956

Technology of Safe and Efficient Submarine Deposit Mining
p.1960

Elastic-Plastic Solution of Circular Tunnel Based on Unified Strength Theory
p.1965

Numerical Analysis of the Anti-Explosion Effects and Anchored Mechanism of Tunnels Reinforced by Bolts under Top Explosion
p.1973

Analysis of Temporal-Spatial Effect for Tunnel Construction in the Fault-Rupture Zone
p.1981

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Study on the Application of Bolt-Grout...

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

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.

You might also be interested in these eBooks

Advances in Civil Engineering, ICCET 2011

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

1956-1959

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.1956

Citation:

Cite this paper

Online since:

September 2011

Authors:

Zhi Lin Dun, Da Shuai Ren, Lian Wei Ren

Keywords:

Bolt-Grout Reinforcement, Deep Soft Rock, Heaving Floor Controlling

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

References

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

Google Scholar

[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)

Google Scholar

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

Google Scholar

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

Google Scholar

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

Google Scholar

[6] Zhilin Dun, Dashuai Ren, Yang Cao. Jiangxi Coal Science & Technology Vol. 2 (2011), p.72 (In Chinese)

Google Scholar