Influence of Joint Set with Different Angles on Rock Behaviour and Cavern Stability

Hai Ping Ma; Jing Wang; Wei Shen Zhu; Min Yong

doi:10.4028/www.scientific.net/AMM.90-93.662

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Influence of Joint Set with Different Angles on...

Influence of Joint Set with Different Angles on Rock Behaviour and Cavern Stability

Abstract:

Using DDARF method, the uniaxial and biaxial compression experiments of double-fractured rock samples are numerically investigated. Influences of different fracture angles and confining pressures on behaviour of rock samples are studied. Moreover, the fracture process, the crack initiation stress, and the peak strength of the fractured rock under both uniaxial and biaxial compression tests are obtained. The results are used to obtain the strength envelope and to analyze the rock stability of an underground project as a case study.

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Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

662-665

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.662

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Online since:

September 2011

Authors:

Hai Ping Ma, Jing Wang, Wei Shen Zhu, Min Yong

Keywords:

Dip Angle, Double-Fracture, Lateral Confining Pressure, Strain-Stress Relation, Underground Engineering

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References

[1] Y.Y. Jiao X.L. Zhang Q.S. Liu W.Z. Chen. Simulation of Rock Crack Propagation Using Disontinuous Deformation Analysis Method [J]. Chinese Journal of Rock Mechanics and Engineering, 26(4),( 2007): 682-691.(In Chinese)

Google Scholar

[2] X.L. Zhang :Study on Numerical Methods for Modeling Failure Process of Semicontinuous Jointed Rock Mass[D].Wuhan: Institute of Rock and Soil Mechanics Chinese Academy of Sciences,2007. (In Chinese)

Google Scholar

[3] X.L. Zhang, Y.Y. Jiao, Q.S. Liu, W.Z. Chen. Modeling of stability of a highway tunnel by using improved DDA method[J]. Rock and Soil Mechanics, 28(8),( 2007):1710-1714. (In Chinese)

Google Scholar

[4] W.Zhang, G.Q. Zhou, H.B. Zhang, Y.Zhang. Experimental Research on the Inf luence of Obliquity on the Mechanical Characterist ics of a Fractur ed Rock Mass[J], Journal of China University of Mining & Technology , 38(1),( 2009): 30-33. (In Chinese)

Google Scholar