Research of Brittle Shear Failure Strength of Rock Materials

Article Preview

Abstract:

In order to get brittle shear characteristics of rock material, acoustic emission accompanied with triaxial stress-strain test was applied to monitor the emergence and development of micro cracks. Theoretical analysis and data processing were conducted based on the theories of fracture mechanics and general rock mechanics, relations between the feature strength of three stages and the stress state were obtained, and a method was put forward for analyzing the brittle shear failure of rock material. The relationship of the Mohr-Coulomb strength theory, Griffith strength theory and Hoek-Brown criterion with the brittle-shear strength model were established. Strength analysis of mixed granite in Shuichang slope was carried out by the brittle shear failure model, and the theoretical value and experimental value has a good consistency.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

125-128

Citation:

Online since:

October 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

Ā© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Sun Xun-fang, Fang Xiao-shu, Guan Lai-tai. Material Mechanics. Beijing: Higher Education Press.

Google Scholar

[2] Cai Mei-feng. Rock Mechanics and Engineering. Beijing:Science Press.

Google Scholar

[3] Mao-Hong Yu. Generalized Plasticity. Berlin : Springer, (2006).

Google Scholar

[4] Mao-Hong Yu. Unified Strength Theory and Its Applications. Berlin: Springer, (2004).

Google Scholar

[5] B.G. Tarasov, M.F. Randolph. Frictionless shear at great depth and other paradoxes of hard rocks. International Journal of Rock Mechanics and Mining Sciences, 2008, 45: 316-328.

DOI: 10.1016/j.ijrmms.2007.06.001

Google Scholar

[6] C.D. Martin, R. Christiansson. Estimating the potential for spalling around a deep nuclear waste repository in crystalline rock. International Journal of Rock Mechanics and Mining Sciences, 2009, 46(2009): 219-228.

DOI: 10.1016/j.ijrmms.2008.03.001

Google Scholar

[7] C.D. Martin. The strength of massive lac du bonnet granite around underground openings [Ph. D. Thesis]. Manitoba: University of Manitoba: (1993).

Google Scholar

[8] X.G. Zhao, M. Cai. Influence of plastic shear strain and confinement-dependent rock dilation on rock failure and displacement near an excavation boundary. International Journal of Rock Mechanic and Mining Sciences. 2010, 47: 723-738.

DOI: 10.1016/j.ijrmms.2010.04.003

Google Scholar

[9] X.G. Zhao. A mobilized dilation angle model and its application to underground excavation [Ph. D. Thesis]. Beijing: University of Science and Technology Beijing, 2010(in Chinese).

Google Scholar

[10] M. Cai, P.K. Kaiser, Y. Tasaka, et al. Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations. International Journal of rock mechanics and mining sciences, 2004, 41: 833-847.

DOI: 10.1016/j.ijrmms.2004.02.001

Google Scholar

[11] Li Shi-yu, He Tai-ming. Introduction of Rock Fracture Mechanics. Hefei: University of Science and Technology of China Press, (2010).

Google Scholar