Study of compressive behavior of triple joints using experimental test and numerical simulation |
Sarfarazi, Vahab
(Department of Mining Engineering, Hamedan University of Technology)
Wang, Xiao (School of Civil Engineering, Southeast University) Nesari, Mojtaba (Department of Mining Engineering, Hamedan University of Technology) Ghalam, Erfan Zarrin (Department of Mining Engineering, Hamedan University of Technology) |
1 | Wang, X. and Tian, L.G. (2018), "Mechanical and crack evolution characteristics of coal-rock under different fracture-hole conditions: a numerical study based on particle flow code", Environ. Earth Sci., 77(8), 1-10. https://doi.org/10.1007/s12665-018-7486-3 DOI |
2 | Zhou, X.P., Cheng, H. and Feng, Y.F. (2014), "An experimental study of crack coalescence behaviour in rock-like materials containing multiple flaws under uniaxial compression", Rock Mech. Rock Eng., 47(6), 1961-1986. https://doi.org/10.1007/s00603-013-0511-7 DOI |
3 | Ashby, M.F. and Hallam, S.D. (1986), "The failure of brittle solids containing small cracks under compressive stress states", Acta Metallurgica, 34(3), 497-510. https://doi.org/10.1016/0001-6160(86)90086-6 DOI |
4 | Hu, J., Wen, G., Lin, Q., Cao, P. and Li, S. (2020), "Mechanical properties and crack evolution of double-layer composite rock-like specimens with two parallel fissures under uniaxial compression", Theor. Appl. Fract. Mech., 108, 102610. https://doi.org/10.1016/j.tafmec.2020.102610 DOI |
5 | Lin, Q. (2020a), "Mechanical behavior around double circular openings in a jointed rock mass under uniaxial compression", Arch. Civil Mech. Eng., 20, 19-32. https://doi.org/10.1007/s43452-020-00027-z DOI |
6 | Bobet, A. and Einstein, H.H. (1998b), "Numerical modeling of fracture coalescence in a model rock material", Int. J. Fract., 92, 221-252. https://doi.org/10.1023/A:1007460316400 DOI |
7 | Brace, W.F. and Bombolakis, E.G. (1963), "A note on brittle crack growth in compression", J. Geophys. Res., 68(12), 3709-3713. https://doi.org/10.1029/JZ068i012p03709 DOI |
8 | Cao, R., Yao, R., Meng, J., Lin, Q., Lin, H. and Li, S. (2020), "Failure mechanism of non-persistent jointed rock like specimens under uniaxial loading: laboratory testing", Int. J. Rock Mech. Min. Sci., 132, 104314. https://doi.org/10.1016/j.ijrmms.2020.104341 DOI |
9 | Euser, B., Rougier, E., Lei, Z., Knight, E.E., Frash, L.P., Carey, J.W., Viswanathan, H. and Munjiza, A. (2019), "Simulation of fracture coalescence in granite via the combined finite-discrete element method", Rock Mech. Rock Eng., 52(9), 3213-3227. https://doi.org/10.1007/s00603-019-01773-0 DOI |
10 | Lajtai, E.Z. (1971), "A theoretical and experimental evaluation of the Griffith theory of brittle fracture", Tectonophysics, 11(2), 129-156. https://doi.org/10.1016/0040-1951(71)90060-6 DOI |
11 | Prudencio, M. and Jan, M.V.S. (2007), "Strength and failure modes of rock mass models with non-persistent joints", Int. J. Rock Mech. Min. Sci., 44(6), 890-902. https://doi.org/10.1016/j.ijrmms.2007.01.005 DOI |
12 | Wang, X., Wen, Z.J. and Jiang, Y.J. (2016), "Time-space effect of stress field and damage evolution law of compressed coalrock", Geotech. Geol. Eng., 34(6), 1933-1940. https://doi.org/10.1007/s10706-016-0074-y DOI |
13 | Bobet, A. and Einstein, H.H. (1998a), "Failure coalescence in rock-type material under uniaxial and biaxial compression", Int. J. Rock Mech. Min. Sci., 35(7), 863-888. https://doi.org/10.1016/S0148-9062(98)00005-9 DOI |
14 | Li, H. and Wong, L.N.Y. (2012), "Influence of flaw inclination angle and loading condition on crack initiation and propagation", Int. J. Solids Struct., 49(18), 2482-2499. https://doi.org/10.1016/j.ijsolstr.2012.05.012 DOI |
15 | Lin, Q. (2020c), "Fatigue behaviour and constitutive model of yellow sandstone containing pre-existing surface crack under uniaxial cyclic loading", Theor. Appl. Fract. Mech., 109, 102776. https://doi.org/10.1016/j.tafmec.2020.102776 DOI |
16 | Oner, E., Yaylaci, M. and Birinci, A. (2015), "Analytical solution of a contact problem and comparison with the results from FEM", Struct. Eng. Mech., Int. J., 54(4), 607-622. https://doi.org/10.12989/sem.2015.54.4.000 DOI |
17 | Shen, B., Stephansson, O., Einstein, H.H. and Ghahreman, B. (1995), "Coalescence of fractures under shear stresses in experiments", J. Geophys. Res., 100(6), 5975-5990. https://doi.org/10.1029/95JB00040 DOI |
18 | Wong, L.N.Y. and Einstein, H.H. (2009), "Crack coalescence in molded gypsum and Carrara marble: part 1. Macroscopic observations and interpretation", Rock Mech. Rock Eng., 42(3), 475-511. https://doi.org/10.1007/s00603-008-0002-4 DOI |
19 | Yaylaci, M. (2019), "Numerical analysis of the receding contact problem of two bonded layers resting on an elastic half plane", Struct. Eng. Mech., Int. J., 72(6), 111-123. https://doi.org/10.12989/sem.2019.72.6.775 DOI |
20 | Ghazvinian, A., Sarfarazi, V., Schubert, W. and Blumel, M. (2012), "A study of the failure mechanism of planar non-persistent open joints using PFC2D", Rock Mech. Rock Eng., 45(5), 677-693. https://doi.org/10.1007/s00603-012-0233-2 DOI |
21 | Shemirani, A.B., Amini, M.S., Sarfarazi, V., Shahriar, K., Moarefvand, P. and Haeri, H. (2021), "Experimental and numerical investigation of the effect of bridge area and its angularities on the failure mechanism of non-persistent crack in concrete-like materials", Smart Struct. Syst., Int. J., 27(3), 54-67. https://doi.org/10.12989/sss.2021.27.3.479 DOI |
22 | Zhang, K., Cao, P., Meng, J., Li, K. and Fan, W. (2015), "Modeling the progressive failure of jointed rock slope using fracture mechanics and the strength reduction method", Rock Mech. Rock Eng., 48(2), 771-785. https://doi.org/10.1007/s00603-014-0605-x DOI |
23 | Lin, Q. (2020d), "Strength and failure characteristics of jointed rock mass with double circular holes under uniaxial compression: Insights from discrete element method modelling", Theor. Appl. Fract. Mech., 109(7), 102692. https://doi.org/10.1016/j.tafmec.2020.102692 DOI |
24 | Potyondy, D.O. and Cundall, P.A. (2004), "A bonded-particle model for rock", Int. J. Rock Mech. Min. Sci., 41, 1329-1364. https://doi.org/10.1016/j.ijrmms.2004.09.011 DOI |
25 | Price, N.J. (1966), Fault and joint development in brittle and semi-brittle rock, London: Permagon Press Ltd. |
26 | Reyes, O. and Einstein, H.H. (1991), "Failure mechanism of fractured rock-a fracture coalescence model", Proceedings of 7th International Congress of Rock Mechanics, pp. 333-340. |
27 | Shen, B., Stephansson, O., Rinne, M., Lee, H.S., Jing, L. and Roshoff, K. (2004), "A fracture propagation code and its applications to nuclear waste disposal", Int. J. Rock Mech. Min. Sci., 41(3), 448-449. https://doi.org/10.1016/j.ijrmms.2004.03.085 DOI |
28 | Tang, C.A. and Kou, S.Q. (1998), "Crack propagation and coalescence in brittle materials under compression", Eng. Fract. Mech., 61(3-4), 311-324. https://doi.org/10.1016/S0013-7944(98)00067-8 DOI |
29 | Lue, X., Cao, P. and Lin, Q. (2021), "Mechanical behaviour of fracture-filled rock-like specimens under compression-shear loads: An experimental and numerical study", Theor. Appl. Fract. Mech., 113, 102935. https://doi.org/10.1016/j.tafmec.2021.102935 DOI |
30 | Wong, R.H. and Chau, K.T. (1998), "Crack coalescence in a rock-like material containing two cracks", Int. J. Rock Mech. Min. Sci., 35(2), 147-164. https://doi.org/10.1016/S0148-9062(97)00303-3 DOI |
31 | Yaylaci, M. and Birinci, A. (2013), "The receding contact problem of two elastic layers supported by two elastic quarter planes", Struct. Eng. Mech., Int. J., 48(2), 241-255. https://doi.org/10.12989/sem.2013.48.2.241 DOI |
32 | Lin, Q. (2020b), "Crack coalescence in rock-like specimens with two dissimilar layers and pre-existing double parallel joints under uniaxial compression", Int. J. Rock Mech. Min. Sci., 139, 104621. https://doi.org/10.1016/j.ijrmms.2021.104621 DOI |
33 | Yang, S.Q., Dai, Y.H., Han, L.J. and Jin, Z.Q. (2009), "Experimental study on mechanical behavior of brittle marble samples containing different flaws under uniaxial compression", Eng. Fract. Mech., 76(12), 1833-1845. https://doi.org/10.1016/j.engfracmech.2009.04.005 DOI |
34 | Yaylaci, M. (2016), "The investigation crack problem through numerical analysis", Struct. Eng. Mech., Int. J., 57(6), 1143-1156. https://doi.org/10.12989/sem.2016.57.6.1143 DOI |
35 | Yaylaci, E.U., Yaylaci, M., Olmez, H. and Birinci, A. (2020), "Artificial neural network calculations for a receding contact problem", Comput. Concrete, Int. J., 25(6), 77-89. https://doi.org/10.12989/cac.2020.25.6.077 DOI |
36 | Zhang, Q., Wang, X., Tian, L.G. and Huang, D.M. (2018), "Analysis of mechanical and acoustic emission characteristics of rock materials with double-hole defects based on particle flow code", Shock Vib., 32(1), 23-35. https://doi.org/10.1155/2018/7065029 DOI |
37 | Zhou, X.P., Bi, J. and Qian, Q.H. (2015), "Numerical simulation of crack growth and coalescence in rock-like materials containing multiple pre-existing flaws", Rock Mech. Rock Eng., 48(3), 1097-1114. https://doi.org/10.1007/s00603-014-0627-4 DOI |
38 | Zhang, X., Bayat, V., Koopialipoor, M., Armaghani, D.J., Yong, W. and Zhou, J. (2020), "Evaluation of structural safety reduction due to water penetration into a major structural crack in a large concrete project", Smart Struct. Syst., Int. J., 26(3), 90-108. https://doi.org/10.12989/sss.2020.26.3.319 DOI |