Experimental Study on the Process of the Three-Dimensional Rock Crack Growth Influenced by the Pre-Crack Profile Geometry

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The difference of the pre-crack profile geometry could have a certain influence on the surface crack growth in rock materials. In this paper, an experimental study on the failure process of rock specimen with a non-penetrated crack in two different profiles is performed. Profile of the pre-crack on the specimen type I is trapezoidal and profile of the pre-crack on the specimen type II is arc. The surface crack growth of the two types of specimen is analyzed and compared in detail by using the digital speckle correlation measurement (DSCM) techniques and the virtual extensometer (VE) based on DSCM. The results indicate that the extension mode of the main crack on the two types of specimen depends on the pre-crack profiles of different geometry. The cross-section with continuous profile (specimen I) has a fixed propagation direction and a much higher growth speed compared to the cross-section with discontinuous profile (specimen II).

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165-169

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October 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Ma Jin, Zhang Botao, Yi Shurong, Preliminary study on the evolution of strain field near locked region of a fault, Seismology and Geology. 3 (1979) 47-55.

Google Scholar

[2] Ma Jin, Zhang Botao, et al, Model experimental study on behavior of deformation and acoustic emission near the intersections of faults, Acta Seismologica Sinica. 5 (1983) 69-80.

Google Scholar

[3] Teng Chunkai, Yin Xiangchu, Li Shiyu, et al, Experimental study of three dimensional fracture in plate specimens with non-penetrating Crack, ACTA Geophysica Sinica. 30 (1987) 371-378.

Google Scholar

[4] Wong R H C, Huang M L, et al, The mechanisms of crack propagation from surface 3-D fracture under uniaxial compression, Key Eng. Materials. 261 (2003) 219-224.

DOI: 10.4028/www.scientific.net/kem.261-263.219

Google Scholar

[5] Wong R H C, Law C M, Chau K T, et al, Crack propagation from 3-D surface fractures in PMMA and marble specimens under uniaxial compression, Int. J. of Rock Mech. & Min. Sci. 41 (2004) 360-366.

DOI: 10.1016/j.ijrmms.2003.12.065

Google Scholar

[6] Wong R H C, Guo Y S H, Li L Y, et al, Anti-wing crack growth from surface fault in real rock under uniaxial compression, Fracture of Nano and Engineering Materials and Structures. 8 (2006) 825-826.

DOI: 10.1007/1-4020-4972-2_408

Google Scholar

[7] Wong R H C, Guo Y S H, Chau K T, et al, The fracture mechanism of 3D surface fault with strain and acoustic emission measurement under axial compression, Key Eng. Materials. 358 (2007) 2360-2587.

DOI: 10.4028/www.scientific.net/kem.353-358.2357

Google Scholar

[8] Liu Liqiang, Li Peixun, et al, Experimental study on the 3-D propagation process of faults, Science in China. 38 (2008) 833-841.

Google Scholar

[9] Ma Shaopeng, Development and application of digital speckle correlation method on measurement of rock failure, Tsinghua University, (2003).

Google Scholar

[10] Ma Shaopeng, Zhao Yonghong, Jin Guanchang, Geo-DSCM system and its application to deformation measurement of rock mechanics, Int. J. Rock Mech. & Min. Sci. 41 (2004) 411-412.

DOI: 10.1016/j.ijrmms.2003.12.007

Google Scholar

[11] Ma Shaopeng, On the Deformation Field Evolution of Rock Materials during Failure: Methods and Experiment, Peking University, (2005).

Google Scholar

[12] Guo Wenjing, Ma Shaopeng, et al: submitted to Rock and Soil Mechanics (2010).

Google Scholar