1 |
Sarfarazi, V., Haeri, H. and Khaloo, A. (2016b), "The effect of non-persistent joints on sliding direction of rock Slopes", Comput. Concrete, 17(6), 723-737.
DOI
|
2 |
Sarfarazi, V., Ghazvinian, A., Schubert, W., Blumel, M. and Nejati, H.R. (2014), "Numerical simulation of the process of fracture of echelon rock joints", Rock Mech. Rock Eng., 47(4), 1355-1371.
DOI
|
3 |
Sarfarazi, V. and Haeri, H. (2016a), "Effect of number and configuration of bridges on shear properties of sliding surface", J. Min. Sci., 52(2), 245-257.
DOI
|
4 |
Sarfarazi, V., Haeri, H. and Khaloo, A. (2016), "The effect of non-persistent joints on sliding direction if rock slopes", Comput. Concrete, 17(6), 723-737.
DOI
|
5 |
Shuraim, A.B., Aslam, F., Hussain, R. and Alhozaimy, A. (2016), "Analysis of punching shear in high strength RC panels-experiments, comparison with codes and FEM results", Comput. Concrete, 17(6), 739-760.
DOI
|
6 |
Silva, R.V., Brito, J. and Dhir. R.K. (2015), "Tensil strength behaviour of recycled aggregate concrete", Constr. Build. Mater., 83, 108-118.
DOI
|
7 |
Potyondy, D. and Cundall, P. (2004), "A bonded-particle model for rock", Int. J. Rock Mech. Min. Sci., 41, 1329-1364.
DOI
|
8 |
Akbas, S. (2016), "Analytical solutions for static bending of edge cracked micro beams", Struct. Eng. Mech., 59(3), 66-78.
|
9 |
Bahaaddini, M., Sharrock, G. and Hebblewhite, B.K. (2013), "Numerical investigation of the effect of joint geometrical parameters on the mechanical properties of a non-persistent jointed rock mass under uniaxial compression", Comput. Geotech., 49, 206-225, DOI 10.1016/j.compgeo.2012.10.012.
DOI
|
10 |
Bahaaddini, M., Hagan, P.C., Mitra, R. and Khosravi, M.H. (2016), "Experimental and numerical study of asperity degradation in the direct shear test", Eng. Geology, 204, 41-52.
DOI
|
11 |
Bahrani, N., Valley, B.K. and Kaiser, P. (2015), "Numerical simulation of drilling-induced core damage and its influence on mechanical properties of rocks under unconfined condition", Int. J. Rock Mech. Min. Sci., 80, 40-50.
DOI
|
12 |
Bock, S. and Prusek, S. (2015), "Numerical study of pressure on dams in a backflled mining shaf based on PFC3D code", Comput. Geotech., 66, 230-244.
DOI
|
13 |
Cho, N., Martin, C. and Sego, D. (2007), "A clumped particle model for rock", Int. J. Rock Mech. Min. Sci., 44(7), 997-1010.
DOI
|
14 |
Haeri, H., Khaloo, A. and Marji, M.F. (2015a), "Fracture analyses of different pre-holed concrete specimens under compression", Acta Mech. Sinic., 31(6), 855-870.
DOI
|
15 |
Haeri, H., Khaloo, A. and Marji, M.F. (2015b), "A coupled experimental and numerical simulation of rock slope joints behavior", Arab. J. Geosci., 8(9), 7297-7308.
DOI
|
16 |
Haeri, H., Sarfarazi, V. and Lazemi, H. (2016), "Experimental study of shear behavior of planar non-persistent joint", Comput. Concrete, 17(5), 639-653.
DOI
|
17 |
Haeri, H. and Sarfarazi, V. (2016b), "The effect of micro pore on the characteristics of crack tip plastic zone in concrete", Comput. Concrete, 17(1), 107-127.
DOI
|
18 |
Haeri, H., Shahriar, K. and Marji, M.F. (2013), "Modeling the propagation mechanism of two random micro cracks in rock samples under uniform tensile loading", Proceedings of the ICF13.
|
19 |
Hofmann, H., Babadagli, T., Yoon, J.S., Blocher, G. and Zimmermann, G. (2016), "A hybrid discrete/finite element modeling study of complex hydraulic fracture development for enhanced geothermal systems (EGS) in granitic basements", Geothermics, 64, 362-381.
DOI
|
20 |
Hofmann, H., Babadagli, T., Yoon, J.S., Zang, A. and Zimmermann, G. (2015), "A grain based modeling study of mineralogical factors affecting strength, elastic behavior and micro fracture development during compression tests in granites", Eng. Fract. Mech,, 147, 261-275.
DOI
|
21 |
Huang, H. (1999), "Discrete element modeling of tool-rock interaction", Ph.D. thesis, University of Minnesota, Minneapolis, MN
|
22 |
Imani, M., Nejati, H.R. and Goshtasbi, K. (2017), "Dynamic response and failure mechanism of Brazilian disk specimens at high strain rate", Soil Dyn. Earthq. Eng., 100, 261-269.
DOI
|
23 |
Tiang, Y., Shi, S., Jia, K. and Hu, S. (2015), "Mechanical and dynamic properties of high strength concrete modified with lightweight aggregates presaturated polymer emulsion", Constr. Build. Mater., 93, 1151-1156.
DOI
|
24 |
Turichshev, A. and Hadjigeorgiou, J. (2015), "Experimental and numerical investigations into the strength of intact veined rock", Rock Mech. Rock Eng., 48(5), 1897-1912.
DOI
|
25 |
Cundall, P. (1987), Distinct element models of rock and soil structure. (Ed., Brown E.T.) Analytical and computational methods in engineering rock mechanics, Allen & Unwin, London, 129-163
|
26 |
Cundall, P.A. and Strack, O.D.L. (1979), "A discrete numerical model for granular assemblies", Geotechnique, 29(1), 47-65.
DOI
|
27 |
Fan, X., Kulatilake, P.H.S.W. and Chen, X. (2015), "Mechanical behavior of rock-like jointed blocks with multi-non-persistent joints under uniaxial loading: a particle mechanics approach", Eng. Geol., 190, 17-32.
DOI
|
28 |
Fan, Y., Zhu, Z., Kang, J. and Fu, Y. (2016), "The mutual effects between two unequal collinear cracks under compression", Math. Mech. Solids, 22, 1205-1218.
|
29 |
Fu, Y. (2005), "Experimental quantification and DEM simulation of micro-macro behaviors of granular materials using X-ray tomography imaging", Ph.D. thesis, Louisiana State University
|
30 |
Vallejos, J.A., Suzuki, K., Brzovic, A. and Ivars, D.M. (2015), "Application of synthetic rock mass modeling to veined coresize samples", Int. J. Rock Mech. Min. Sci., 81, 47-61,
|
31 |
Wan Ibrahim, M.H., Hamzah, A.F., Jamaluddin, N., Ramadhansyah, P.J. and Fadzil, A.M. (2015), "Split tensile strength on self-compacting concrete containing coal bottom ash", Procedia - Social and Behavioral Sciences, 198, 2280-2289.
|
32 |
Wang, M. and Cao, P. (2017), "Calibrating the micromechanical parameters of the PFC2D(3D) models using the improved simulated annealing algorithm", Math. Probl. Eng.
|
33 |
Wang, P., Yang, T., Xu, T., Cai, M. and Li, C. (2016), "Numerical analysis on scale effect of elasticity, strength and failure patterns of jointed rock masses", Geosci. J., 20(4), 539-549.
DOI
|
34 |
Wang, Y. and Tonon, F. (2009), "Modeling Lac du Bonnet granite using a discrete element model", Int. J. Rock Mech. Min. Sci., 46(7), 1124-1135
DOI
|
35 |
Wang, Y. and Tonon, F. (2010), "Calibration of a discrete element model for intact rock up to its peak strength", Int. J. Numer. Anal. Method. Geomech., 34(5), 447-469. doi:10.1002/nag.811
DOI
|
36 |
Wang, Z., Jacobs, F. and Ziegler, M. (2016), "Experimental and DEM investigation of geogrid-soil interaction under pullout loads", Geotextiles and Geomembranes, 44(3), 230-246.
DOI
|
37 |
Wang, T., Dai, J.G. and Zheng, J.J. (2015), "Multi-angle truss model for predicting the shear deformation of RC beams with low span-effective depth ratios", Eng. Struct., 91, 85-95.
DOI
|
38 |
Gerges, N., Issa, C. and Fawaz, S. (2015), "Effect of construction joints on the splitting tensile strength of concrete", Case Studies Constr. Mater., 3, 83-91.
DOI
|
39 |
Ghazvinian, A., Sarfarazi, V., Schubert, W. and Blumel, M. (2012), "A study of the failure mechanism of planar nonpersistent open joints using PFC2D", Rock Mech. Rock Eng., 45(5), 677-693.
DOI
|
40 |
Ghazvinian, E., Kalenchuk, K.S. and Diederichs, M.S. (2017), "Three-dimensional random Voronoi models for simulation of brittle rock damage around underground excavations in laminated ground", Deep Mining, Perth, Australia.
|
41 |
Haeri, H. (2015), "Simulating the crack propagation mechanism of pre-cracked concrete specimens under shear loading conditions", Strength Mater., 47(4), 618-632.
DOI
|
42 |
Haeri, H. and Sarfarazi, V. (2016a), "The effect of non-persistent joints on sliding direction of rock slopes", Comput. Concrete, 17(6), 723-737.
DOI
|
43 |
Jing, L. (2003), "A review of techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering", Int. J. Rock Mech. Min. Sci., 40(3), 283-353. doi:10. 1016/s1365-1609(03)00013-3
DOI
|
44 |
Jong, Y.H. and Lee, C.G. (2006), "Suggested method for determining a complete set of micro-parameters quantitatively in PFC2D", Tunn. Undergr. Sp., 16(4), 334-346.
|
45 |
Khazaei, C., Hazzard, J. and Chalaturnyk, R. (2015), "Damage quantifcation of intact rocks using acoustic emission energies recorded during uniaxial compression test and discrete element modeling", Comput. Geotech., 67, 94-102.
DOI
|
46 |
Khodayar, A. and Nejati, H.R.(2018), "Effect of thermal-induced microcracks on the failure mechanism of rock specimens", Comput. Concrete, 22(1), 93-100.
DOI
|
47 |
Kim, H.M., Lee, J.W., Yazdani, M., Tohidi, E., Nejati, H.R. and Park, E.S. (2018), "E.-S coupled viscous fluid flow and joint deformation analysis for grout injection in a rock joint", Rock Mech. Rock Eng., 51(2), 627-638.
DOI
|
48 |
Koyama, T. and Jing, L. (2007), "Effects of model scale and particle size on micro-mechanical properties and failure processes of rocks-a particle mechanics approach", Eng. Anal. Bound. Elem., 31(5), 458-472.
DOI
|
49 |
Lancaster, I.M., Khalid, H.A. and Kougioumtzoglou, I.A. (2013), "Extended FEM modelling of crack propagation using the semicircular bending test", Constr. Build. Mater., 48, 270-277.
DOI
|
50 |
Lee, H., Moon, T. and Haimson, B.C. (2016), "Borehole breakouts induced in Arkosic sandstones and a discrete element analysis," Rock Mech. Rock Eng., 49(4), 1369-1388.
DOI
|
51 |
Lee, S. and Chang, Y. (2015), "Evaluation of RPV according to alternative fracture toughness requirements", Struct. Eng. Mech., 53(6), 1271-1286.
DOI
|
52 |
Wang, X., Zhu, Z., Wang, M., Ying, P., Zhou, L. and Dong, Y. (2017), "Study of rock dynamic fracture toughness by using VB-SCSC specimens under medium-low speed impacts", Eng. Fract. Mech., 181, 52-64.
DOI
|
53 |
Wen, Z.J., Wang, X. and Li, Q.H. (2016), "Simulation analysis on the strength and acoustic emission characteristics of jointed rock mass", Technical Gazette, 23(5), 1277-1284.
|
54 |
Wu, Z.J., Ngai, L. and Wong, Y. (2014), "Investigating the effects of micro-defects on the dynamic properties of rock using numerical manifold method", Constr. Build. Mater., 72, 72-82
DOI
|
55 |
Yan, Y. and Ji, S, (2010), "Discrete element modeling of direct shear tests for a granular material", Int. J. Numer. Anal. Meth. Geomech., 34(9), 978-990. doi:10.1002/nag.848
DOI
|
56 |
Yang, S.Q., Tian, W.L., Huang, Y.H., Ranjith, P.G. and Ju, Y. (2016), "An experimental and numerical study on cracking behavior of brittle sandstone containing two non-coplanar fssures under uniaxial compression", Rock Mech. Rock Eng., 49 (4), 1497-1515.
DOI
|
57 |
Yang, X., Kulatilake, P.H.S.W., Jing, H. and Yang, S. (2015), "Numerical simulation of a jointed rock block mechanical behavior adjacent to an underground excavation and comparison with physical model test results", Tunn. Undergr. Sp. Tech., 50, 129-142.
DOI
|
58 |
Yao, W., Hu, B., Li, L., Chen, X. and Rao, C.H. (2016), "Particle flow simulation of the direct shear tests on the weak structural surface", Electronic J. Geotech. Eng., 21.
|
59 |
Yaylac, M. (2016), "The investigation crack problem through numerical analysis", Struct. Eng. Mech., 57(6).
|
60 |
Yoon, J. (2007), "Application of experimental design and optimization to PFC model calibration in uniaxial compression simulation", Int. J. Rock Mech. Min. Sci., 44, 871-889
DOI
|
61 |
Li, X., Wang, S.H., Malekian, R., Hao, S.H. and Li, Z.H. (2016), "Numerical simulation of rock breakage modes under confining pressures in deep mining: An experimental investigation", IEEE Access, Digital Object Identifier 10.1109/ACCESS.2016.2608384.
DOI
|
62 |
Li, S.H., Li, D., Cao, L. and Shangguan, Z. (2014), "Parameter estimation approach for particle flow model of rockfill materials using response surface method", ICCM, 28-30th July, Cambridge, England.
|
63 |
Li, S., Wang, H., Li, Y., Li, Q., Zhang, B. and Zhu, H. (2016), "A new mini-grating absolute displacement measuring system for static and dynamic geomechanical model tests", Measurement, 82, 421-431.
DOI
|
64 |
Lin, C.H. and Lin, M.L. (2015), "Evolution of the large landslide induced by Typhoon Morakot: a case study in the Butangbunasi River, southern Taiwan using the discrete element method", Eng. Geol., 197, 172-187.
DOI
|
65 |
Liu, X., Nie, Z., Wu, S. and Wang, C. (2015), "Self-monitoring application of conductive asphalt concrete under indirect tensile deformation", Case Studies Constr. Mater., 3, 70-77.
DOI
|
66 |
Lu, F.Y., Lin, Y.L., Wang, X.Y., Lu, L. and Chen, R. (2015), "A theoretical analysis about the influence of interfacial friction in SHPB tests", Int. J. Impact Eng., 79, 95-101.
DOI
|
67 |
Mehranpour, M.H., Kulatilake, P.H.S.W. (2016), "Comparison of six major intact rock failure criteria using a particle flow approach under true-triaxial stress condition", Geomech. Geophys. Geo-Energy Geo-Resources, 2, 203-229.
DOI
|
68 |
Mobasher, B., Bakhshi, M and Barsby, C. (2014), "Backcalculation of residual tensile strength of regular and high performance fibre reinforced concrete from flexural tests", Constr. Build. Mater., 70, 243-253, 2014.
|
69 |
Mohammad, A. (2016), "Statistical flexural toughness modeling of ultra-high performance mortar using response surface method", Comput. Concrete, 17(4), 33-39.
|
70 |
Zhang, Q., Zhu, H., Zhang, L. and Ding, X. (2011), "Study of scale effect on intact rock strength using particle flow modeling", Int. J. Rock Mech. Min. Sci., 48(8), 1320-1328. doi:10.1016/j.ijrmms.2011.09.016
DOI
|
71 |
Zhang, Q., Zhu, H.H. and Zhang, L. (2015), "Studying the effect of non-spherical micro-particles on Hoek-Brown strength parameter mi using numerical true triaxial compressive tests", Int. J. Numer. Anal. Meth. Geomech., 39(1), 96-114.
DOI
|
72 |
Zhang, X.P. and Wong, L. (2012), "Cracking processes in rocklike material containing a single flaw under uniaxial compression: a numerical study based on parallel bondedparticle model approach", Rock Mech. Rock Eng., 45(5), 711-737. doi:10.1007/s00603-011-0176-z
DOI
|
73 |
Zhao, Y., Zhao, GF. and Jiang, Y. (2013), "Experimental and numerical modelling investigation on fracturing in coal under impact loads", Int. J. Fracture, 183(1), 63-80.
DOI
|
74 |
Zhou, M. and Song, E. (2016), "A random virtual crack DEM model for creep behavior of rockfll based on the subcritical crack propagation theory", Acta Geotech., 11(4), 827-847.
DOI
|
75 |
Morgan, S., Johnson, A.A. and Einstein, H.H. (2013), "Cracking processes in Barre granite: fracture process zones and crack coalescence", Int. J. Fracture, 180, 177-204.
DOI
|
76 |
Najigivi, A., Nazerigivi, A. and Nejati, H.R. (2017), "Contribution of steel fiber as reinforcement to the properties of cement-based concrete: A review", Comput. Concrete, 20(2), 155-164.
DOI
|
77 |
Nazerigivi, A., Nejati, H.R., Ghazvinian, A. and Najigivi, A. (2018), "Effects of SiO2 nanoparticles dispersion on concrete fracture toughness", Constr. Build. Mater., 171(20), 672-679.
DOI
|
78 |
Noel, M. and Soudki, K. (2014), "Estimation of the crack width and deformation of FRP-reinforced concrete flexural members with and without transverse shear reinforcement", Eng. Struct., 59, 393-398.
DOI
|
79 |
Oetomo, J.J., Vincens, E., Dedecker, F. and Morel, J.C. (2016), "Modeling the 2D behavior of dry-stone retaining walls by a fully discrete element method", Int. J. Numer. Anal. Meth. Geomech., 40(7), 1099-1120.
DOI
|
80 |
Oliaei, M. and Manaf, E. (2015), "Static analysis of interaction between twin-tunnels using discrete element method (DEM)", Scientia Iranica, 22(6), 1964-1971.
|
81 |
Oliveira, H.L. and Leonel, E.D. (2014), "An alternative BEM formulation, based on dipoles of stresses and tangent operator technique, applied to cohesive crack growth modeling", Eng. Anal. Bound. Elem., 41, 74-82.
DOI
|
82 |
Pan, B., Gao, Y. and Zhong, Y. (2014), "Theoretical analysis of overlay resisting crack propagation in old cement mortar pavement", Struct. Eng. Mech., 52(4), 167-181.
|
83 |
Potyondy, D.O. and Cundall, P.A. (2004), "A bonded-particle model for rock", Int. J. Rock Mech. Min. Sci., 41(8), 1329-1364. doi:10.1016/j. ijrmms.2004.09.011
DOI
|
84 |
Potyondy, D. (2015), Material-Modeling Support in PFC 2015. Itasca Consuling Groupe, Inc.
|
85 |
Rajabi, M., Soltani, N. and Eshraghi, I. (2016), "Effects of temperature dependent material properties on mixed mode crack tip parameters of functionally graded materials", Struct. Eng. Mech., 58(2), 144-156.
|
86 |
Ramadoss, P. and Nagamani, K. (2013), "Stress-strain behavior and toughness of high-performance steel fiber reinforced mortar in compression", Comput. Mortar, 11(2), 55-65.
|
87 |
Sardemir, M. (2016), "Empirical modeling of flexural and splitting tensile strengths of concrete containing fly ash by GEP", Comput. Concrete, 17(4), 489-498.
DOI
|