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第 45 卷               陶    明,等: 不同倾角充填节理对岩石爆破块度的影响                               第 6 期

                    DOI: 10.1002/nag.2897.
                                                                        *
               [41]   SCHWER L E, JAVIER MALVAR L. Simplified concrete modeling with  mat_concrete_damage_rel3 [R]. Nagoya: JRI LS-
                    Dyna User Week, 2005: 49−60.
               [42]   KRISTOFFERSEN M, PETTERSEN J E, AUNE V, et al. Experimental and numerical studies on the structural response of
                    normal strength concrete slabs subjected to blast loading [J]. Engineering Structures, 2018, 174: 242–255. DOI: 10.1016/j.
                    engstruct.2018.07.022.
               [43]   REN  L,  YU  X  M,  ZHENG  M  X,  et  al.  Evaluation  of  typical  dynamic  damage  models  used  for  UHPC  based  on  SHPB
                    technology [J]. Engineering Fracture Mechanics, 2022, 269: 108562. DOI: 10.1016/j.engfracmech.2022.108562.
               [44]   MENG Q F, WU C Q, SU Y, et al. Experimental and numerical investigation of blast resistant capacity of high performance
                    geopolymer concrete panels [J]. Composites Part B: Engineering, 2019, 171: 9–19. DOI: 10.1016/j.compositesb.2019.04.010.
               [45]   LIU K W, LI X D, HAO H, et al. Study on the raising technique using one blast based on the combination of long-hole
                    presplitting and vertical crater retreat multiple-deck shots [J]. International Journal of Rock Mechanics and Mining Sciences,
                    2019, 113: 41–58. DOI: 10.1016/j.ijrmms.2018.11.012.
               [46]   ZHAO R, TAO M, WU C Q, et al. Study on size and load rate effect of dynamic fragmentation and mechanical properties of
                    marble sphere [J]. Engineering Failure Analysis, 2022, 142: 106814. DOI: 10.1016/j.engfailanal.2022.106814.
               [47]   AZIZABADI H R M, MANSOURI H, FOUCHÉ O. Coupling of two methods, waveform superposition and numerical, to
                    model blast vibration effect on slope stability in jointed rock masses [J]. Computers and Geotechnics, 2014, 61: 42–49. DOI:
                    10.1016/j.compgeo.2014.04.008.
               [48]   HEALY D, RIZZO R E, CORNWELL D G, et al. FracPaQ: a MATLAB™ toolbox for the quantification of fracture patterns [J].
                    Journal of Structural Geology, 2017, 95: 1–16. DOI: 10.1016/j.jsg.2016.12.003.
               [49]   ZHAO H T, TAO M, LI X B, et al. Estimation of spalling strength of sandstone under different pre-confining pressure by
                    experiment and numerical simulation [J]. International Journal of Impact Engineering, 2019, 133: 103359. DOI: 10.1016/j.
                    ijimpeng.2019.103359.
               [50]   FAN L F, JIA L, WANG M. Evaluation of the displacement discontinuity method on wave propagation through a thickly
                    jointed rock mass [J/OL]. Waves in Random and Complex Media, 2023: 1–14. DOI: 10.1080/17455030.2023.2169388.
               [51]   YANG H, DUAN H F, ZHU J B. Experimental study on the role of clay mineral and water saturation in ultrasonic P-wave
                    behaviours across individual filled rock joints [J]. International Journal of Rock Mechanics and Mining Sciences, 2023, 168:
                    105393. DOI: 10.1016/j.ijrmms.2023.105393.
               [52]   WANG  R,  HU  Z  P,  ZHANG  D,  et  al.  Propagation  of  the  stress  wave  through  the  filled  joint  with  linear  viscoelastic
                    deformation  behavior  using  time-domain  recursive  method  [J].  Rock  Mechanics  and  Rock  Engineering,  2017,  50(12):
                    3197–3207. DOI: 10.1007/s00603-017-1301-4.
               [53]   BANDIS S C, LUMSDEN A C, BARTON N R. Fundamentals of rock joint deformation [J]. International Journal of Rock
                    Mechanics and Mining Sciences & Geomechanics Abstracts, 1983, 20(6): 249–268. DOI: 10.1016/0148-9062(83)90595-8.
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