The fissures and rock bridges with different dips had different contributions to crack's initiation, propagation, convergence and penetration. In this paper, based on the rock fracture theory, the crack's propagation and evolution process on rock specimen with double fissures under uniaxial compression was simulated. As a result, the crack propagation and evolution law of rocks with different fissure dips (α = 0°, 15°, 30°, 45°, 60°, 75°, 90°; β = 45°) and different rock bridge dips (β = 0°, 30°, 45°, 60°, 90°; α = 45°) was obtained by numerical tests. Meanwhile, the fissure and rock bridge dips influence on the macro mechanical properties of rock was analyzed. Besides, the paper investigated the influences of different fissure dips and different rock bridge dips on the bridge transfixion. The study is of great significance to reveal the impact of different dips on the mechanical mechanism of multiple-fissures rock under specific conditions, and it also has important theoretical significance for the research on multiple-fissure rock.
Acknowledgments
This work was financially Supported by the Open Fund of State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation (PLN1202) and the Natural Science foundation of China (51174170).
| [1] |
M. Sagong, A. Bobet, Coalescence of multiple flaws in a rock-model material in uniaxial compression, Int. J. Rock Mech. Min. Sci. 39 (2) (2002) 229-241.
|
| [2] |
R.H.C. Wong, K.T. Chau, C.A. Tang, et al., Analysis of crack coalescence in rock-like materials containing three faws e Part I: experimental approach, Int. J. Rock Mech. Min. Sci. 38 (7) (2001) 909-924.
|
| [3] |
C.A. Tang, P. Lin, R.H.C. Wong, et al., Analysis of crack coalescence in rocklike materials containing three faws -Part II: numerical approach, Int. J. Rock Mech. Min. Sci. 38 (7) (2001) 925-939.
|
| [4] |
A. Bobet, H.H. Einstein, Fracture coalescence in rock-type materials under uniaxial and biaxial compression, Int. J. Rock Mech. Min. Sci. 35 (7) (1998) 863-888.
|
| [5] |
C.A. Tang, S.Q. Kou, Crack propagation and coalescence in brittle material under compression, Eng. Fract. Mech. 61 (3) (1998) 311-324.
|
| [6] |
R.H.C. Wong, P. Lin, C.A. Tang, et al., Mechanisms of crack coalescence of pre-existing flaws under biaxial compression, Chin. J. Rock Mech. Eng. 21 (6) (2002) 808-816.
|
| [7] |
P. Lin, C.A. Tang, R.H.C. Wong, et al., Classification and size effect of flaw and pore in brittle medium, Chin. J. Rock Mech. Eng. 21 (supp2) (2002) 2296-2300.
|
| [8] |
B. Shen, O. Stephansson, H.H. Einstein, et al., Goalescence of fractures under shear stress experiments, J. Geophys. Res. 100 (6) (1995) 5975-5990.
|
| [9] |
L.N. Germanovich, A.V. Dyskin, Fracture mechanisms and instability of openings in compression, Int. J. Rock Mech. Min. Sci. 37 (1-2) (2000) 263-284.
|
| [10] |
A.V. Dyskin, E. Sahouryeh, R.J. Jewell, et al., Influence of shape and locations of initial 3-D crack on their growth in uniaxial compression, Eng. Fract. Mech. 70 (5) (2003) 2115-2136.
|
| [11] |
E. Sahouryeh, A.V. Dyskin, L.N. Germanovich, Crack growth under biaxial compression, Eng. Fract. Mech. 37 (69) (2002) 2187-2198.
|
| [12] |
S.H. Change, C.I. Lee, Estimation of cracking and damage mechanisms in rock under triaxial compression by moment tensor analysis of acoustic emission, Int. J. Rock Mech. Min. Sci. 41 (2004) 1069-1086.
|
| [13] |
Yin-Ping Li, Long-Zhu Chen, Yuan-Han Wang, Experimental research on pre-cracked marble under compression, Int. J. Solid Struct. 42 (2005) 2505-2516.
|
| [14] |
T. Backers, S. Stanchits, G. Dresen, Tensile fracture propagation and acoustic emission activity in sandstone:The effect of loading rate, Int. J. Rock Mech. Min. Sci. 42 (2005) 1094-1101.
|
| [15] |
S.Q. Yang, H.W. Jing, Strength failure and crack coalescence behavior of brittle sandstone samples containing a single fissure under uniaxial compression, Int. J. Fract. 168 (2) (2011) 227-250.
|
| [16] |
R.H.C. Wong, M.L. Huang, M.R. Jiao, et al., Crack propagation from brittle solid containing surface fracture under uniaxial compression, Int. J. Rock Mech. Min. Sci. 41 (3) (2004) 1-6.
|
| [17] |
R.H.C. Wong, C.A. Tang, K.T. Chau, et al., Eng. Fract. Mech. 69 (16) (2002) 1853-1871.
|
| [18] |
Liyun Li, Faxing Che, Jinfu Lu, et al., Macro-mechanical properties of regular cracks body in rock-like materials under uniaxial compression, J. Univ. Sci. Technol. Beijing 23 (3) (2001) 199-203.
|
| [19] |
Liyun Li, da’an Liu, Xiaoqun Shi, et al., Biaxial compression experiments and orthotropic constitutive relationship for regular crack in replicated rock mass, Chin. J. Nonferrous Metals 12 (1) (2002) 165-170.
|
| [20] |
Shiming Wang, Fengjun Liu, Fei Ye, The numerical simulation to model failure of brittle rock with prefab crack, Rock Soil Mech. 27 (Suppl. 1) (2006) 235-238.
|
| [21] |
B.H. Zhang, J.H. Deng, W.D. Wu, et al., Mode I crack in an elasto-perfectly plastic material under pore waterpressure of a finite medium, Theor. Appl. Fract. Mech. 57 (1) (2012) 31-35.
|
| [22] |
Jianjun Liu, Leyong Chen, et al., Numerical analysis on strength characteristics of sandstone samples failure with single fracture in the condition of uniaxial compression, Sci. Technol. Eng. 14 (25) (2014) 285-291.
|
| [23] |
Shiyu Li, Taiming He, Xiangji Yin, et al., Introduction of Rock Fracture Mechanics[M], Hefei: University of Science and Technology of China Press, 2010, pp. 145-148.
|