[1] [1] YANG Jian-hua,WU Ze-nan,SUN Wen-bin,et al.Numerical simulation on radiation and energy of blast-induced seismic waves in deep rock masses[J].Journal of Central South University,2022,29(2): 645-662.

[3] [3] ZHANG Qin-bin.Research on blasting vibration propagation law and its control technology considering elevation and rock mass damage[D].Guangxi: Guangxi University,2019.(in Chinese)

[5] [5] YIN Jin-xun,WANG Wei,YOU Yu-hao,et al.Numerical simulation of Sanxin sold and copper mine in Hubei Province blasting parameters[J].Blasting,2022,39(2): 85-93.(in Chinese)

[7] [7] YANG Wei-ling,GUO Jia-qi,HUANG Meng,et al.Research on water inrush disaster process of karst tunnel under blasting and excavation unloading[J].Highway,2022,67(10): 432-438.(in Chinese)

[9] [9] DU Xue-ling.Numerical simulation of shallow buried contiguous seams mining under karst condition[J].Mining Safety & Environmental Protection,2021,48(2): 28-32.(in Chinese)

[11] [11] HUANG Jing-bo,FAN Jie.Numerical simulation study on safe vibration velocity of blasting in karst tunnel[J].Journal of China & Foreign Highway,2010,30(3): 218-221.(in Chinese)

[13] [13] WANG Shao-hui,JIANG Chong,SHA Ce,et al.Numerical simulation of tunnel blasting in extra large karst area[J].Chinese Journal of Underground Space and Engineering,2017,13(S1): 421-426.(in Chinese)

[15] [15] LI Jian,DING Yu,ZHANG Qing-ming,et al.Research on influence of karst cave on tunnel surrounding rock damage under blasting[J].Highway,2022,67(9): 469-474.(in Chinese)

[17] [17] YANG Zhong-ping,ZHANG Yi-ming,JIANG Yuan-wen,et al.Propagation of fissures and deformation and failure laws of karst slopes with deep and large structural plane mining action[J].Chinese Journal of Geotechnical Engineering,2022,44(8): 1397-1405.(in Chinese)

[19] [19] LIU Guo-qiang,LIU Bin,ZHANG Qing-ming,et al.Parameter optimization of smooth blast in karst tunnel and its application[J].Tunnel Construction,2021,41(S2): 50-57.(in Chinese)

[21] [21] GUO Xi-feng,WU Xiang-chao,XIONG Shi-hu.Field test study on the physical and mechanical characteristics of karst breccia[J].Journal of Harbin Engineering University,2022,43(10): 1447-1453.(in Chinese)

[23] [23] CHENG Ping,WANG Lin-feng,ZHENG Zhi-wei,et al.Blasting vibration effect of small clear distance tunnel in hidden karst areas[J].Science Technology and Engineering,2020,20(24): 10017-10024.(in Chinese)

[25] [25] YANG Jian-hua,DAI Jin-hao,YAO Chi,et al.Weakening laws of rock mass properties in blasting excavation damage zone of high rock slopes[J].Chinese Journal of Geotechnical Engineering,2020,42(5): 968-975.(in Chinese)

[27] [27] CHEN Xiu-wen,LIU Jia-qi,ZHANG Hao,et al.Collapse mechanism and treatment measures of karst water-rich tunnel in southwest China[J] Science Technology and Engineering,2021,21(36): 15639-15645.(in Chinese)

[29] [29] LIU Yun-si,MU Tian-guang,XIAO Hong-bo,et al.Dynamic stability analysis of steep rock high slope in karst area[J].Journal of Hunan University of Arts and Science(Science and Technology),2019,31(1): 74-78.(in Chinese)

[31] [31] ZHU Bo-zong.Formation mechanism and control analysis of rock and soil landslide in karst region[J].World Nonferrous Metals,2017(4): 155-157.(in Chinese)

[33] [33] XIANG Xi-qiong,SONG Jian-bo,LEI Jian-hai.Probe into the failure models and support pattern of layered rock foundation pits in Guizhou karst reqion[J].Mining Research and Development,2007(4): 28-31.(in Chinese)