[1] [1] YI C,JOHANSSON D,NYBERG U,et al.Stress wave interaction between two adjacent blast holes[J].Rock Mechanics and Rock Engineering,2016,49(5):1803-1812.

[3] [3] SHI X Z,CHEN S R.Delay time optimization in blasting operations for mitigating the vibration-effects on final pit walls′ stability[J].Soil Dynamics and Earthquake Engineering,2011,31(8):1154-1158.

[5] [5] SCHILL M S J.Finite element simulations of blasting and fragmentation with precise initiation[C]∥12th International LS-DYNA User Conference,Dearborn,2012:1-10.

[8] [8] YI C,SJBERG J,JOHANSSON D,et al.A numerical study of the impact of short delays on rock fragmentation[J].International Journal of Rock Mechanics and Mining Sciences,2017,100:250-254.

[11] [11] YANG J,LIU X,XU Z,et al.Full-Field strain characterizations and fracture process of rock blasting using a small-scale double-hole bench model[J].Advances in Civil Engineering,2020,20:1-13.

[13] [13] ZAID M,SADIQUE MR,ALAM MM,et al.Effect of shear zone on dynamic behaviour of rock tunnel constructed in highly weathered granite[J].Geomechanics and Engineering,2020,23(3):245-259.

[14] [14] STOXREITER T,GEHWOLF P,GALLER R.Alternative approaches for the determination of unconfined rock deformation and Strength properties[J].Rock Mechanics and Rock Engineering,2020,53(1):411-433.

[15] [15] HE C,YANG J.Laboratory study of dynamic mechanical characteristic of granite subjected to confining pressure and cyclic blast loading[J].Latin American Journal of Solids And Structures,2018,15(5):44.