[1] 俞缙, 钱七虎, 赵晓豹.  岩体结构面对应力波传播规律影响的研究进展[J]. 兵工学报, 2009, 30(Suppl 2): 308-316.
YU J, QIAN Q H, ZHAO X B.  Research progress on effects of structural planes of rock mass on press wave propagation law[J]. Acta Armamentarii, 2009, 30(Suppl 2): 308-316.
[2] 易长平, 卢文波, 张建华.  爆破振动作用下地下洞室临界振速的研究[J]. 爆破, 2005, (4): 4-7.   doi: 10.3963/j.issn.1001-487X.2005.04.002
YI C P, LU W B, ZHANG J H.  Study on critical failure vibration velocity of underground chambers under action of blasting vibration[J]. Blasting, 2005, (4): 4-7.   doi: 10.3963/j.issn.1001-487X.2005.04.002
[3] LEE V W, CAO H.  Diffraction of SV waves by circular canyons of various depths[J]. Journal of Engineering Mechanics, 1989, 115(9): 2035-2056.   doi: 10.1061/(ASCE)0733-9399(1989)115:9(2035)
[4] 缪文红, 王超, 路世伟, 等.  爆破地震波作用下圆形洞室围岩振动速度分布规律[J]. 爆破, 2016, 33(4): 51-54.   doi: 10.3963/j.issn.1001-487X.2016.04.009
MIAO W H, WANG C, LU S W, et al.  Distribution of vibration velocities in rock mass of circular tunnels subjected to blasting seismic waves[J]. Blasting, 2016, 33(4): 51-54.   doi: 10.3963/j.issn.1001-487X.2016.04.009
[5] 单仁亮, 王二成, 宋立伟, 等.  直墙半圆拱巷道爆破震动数值分析[J]. 岩土力学, 2013, 34(Suppl 1): 437-443.
SHAN R L, WANG E C, SONG L W, et al.  Blasting vibration numerical analysis of vertical wall semicircular arch roadway[J]. Rock and soil Mechanics, 2013, 34(Suppl 1): 437-443.
[6] ZHAO H B, LONG Y, LI X H, et al.  Experimental and numerical investigation of the effect of blast-induced vibration from adjacent tunnel on existing tunnel[J]. Ksce Journal of Civil Engineering, 2016, 20(1): 431-439.   doi: 10.1007/s12205-015-0130-9
[7] XIA X, LI H, LIU Y, et al.  A case study on the cavity effect of a water tunnel on the ground vibrations induced by excavating blasts[J]. Tunnelling & Underground Space Technology, 2018, 71: 292-297.
[8] 王光勇, 顾金才, 陈安敏, 等.  锚固洞室在顶爆作用下破坏形式及破坏过程研究[J]. 岩土工程学报, 2015, 37(8): 1381-1389.
WANG G Y, GU J C, CHEN A M, et al.  Failure modes and process of tunnels reinforced by rockbolts under top explosion[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(8): 1381-1389.
[9] 王光勇, 顾金才, 陈安敏, 等.  端部消波和加密锚杆支护洞室抗爆能力模型试验研究[J]. 岩石力学与工程学报, 2010, 29(1): 51-58.
WANG G Y, GU J C, CHEN A M, et al.  Model test research on anti-explosion capacity of underground openings with end weakened by holes and anchor top reinforced by dense rock bolts[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(1): 51-58.
[10] 柴少波, 李建春, 李海波.  柱面波在节理岩体中的传播特性[J]. 岩石力学与工程学报, 2014, 33(3): 523-530.
CHAI S B, LI J C, LI H B.  Propagation characteristics of cylindrical wave in joint rock masses[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(3): 523-530.
[11] DENG X F, ZHU J B, CHEN S G, et al.  Numerical study on tunnel damage subject to blast-induced shock wave in jointed rock masses[J]. Tunnelling and Underground Space Technology, 2014, 43(6): 88-100.
[12] 杨仁树, 许鹏, 杨立云, 等.  节理岩体中爆炸应力波传播规律的研究[J]. 金属矿山, 2016, 45(6): 49-54.   doi: 10.3969/j.issn.1001-1250.2016.06.009
YANG R S, XU P, YANG L Y, et al.  Study of regularity of explosive stress wave propagation in jointed rock mass[J]. Metal Mine, 2016, 45(6): 49-54.   doi: 10.3969/j.issn.1001-1250.2016.06.009
[13]

PRICE R H, BOYD P J, NOEL J S, et al. Relation between static and dynamic rock properties in welded and nonwelded tuff: SAND-94-0306C [R]. Office of Scientific & Technical Information Technical Reports, 1994.

[14] 王海兵, 张海波, 田宙, 等.  岩石动力学计算中的网格效应及机理研究[J]. 兵工学报, 2016, 37(10): 1828-1836.   doi: 10.3969/j.issn.1000-1093.2016.10.009
WANG H B, ZHANG H B, TIAN Z, et al.  Mesh size effect and its mechanism research in numerical calculation of rock dynamics[J]. Acta Armamentarii, 2016, 37(10): 1828-1836.   doi: 10.3969/j.issn.1000-1093.2016.10.009