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| Study on the most optimistic hole spacing for double-hole blasting under high in-situ stresses |
| LI Qian1,2,LI Haibo1,2,FU Shuaiyang1,2,JU Minghe3,LI Xiaofeng1,2 |
(1. State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;2. University of Chinese Academy of Sciences,Beijing 100049,China;3. State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering,
China University of Mining and Technology,Xuzhou,Jiangsu 221116,China) |
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Abstract As a typical contour blasting technique,presplitting blasting is widely used in rock engineering excavation for foundation pits,highway slopes,open-pit and underground mines. Due to the influence of in-situ stress,deep presplitting blasting requires small-diameter fully coupled charges and closely spaced holes,which affects construction timelines and significantly increases costs. This study aims to investigate the correlation between optimal hole spacing and radial decoupling coefficients under high in-situ stress through theoretical derivation and numerical analysis. A double-hole presplitting blasting model is established using linear elastic theory,incorporating the stress wave superposition effect. This model determines the optimal relationship curves for hole spacing and radial decoupling coefficients under different high in-situ stresses. Using the self-developed OpenFDEM software,simulations are conducted to assess the expansion of the blasting fragmentation zone and fracture zone under various stress conditions and radial decoupling charges. The results indicate that the stress wave superposition effect promotes crack penetration. At low stress conditions,a lower decoupling coefficient significantly enhances crack extension. However,it also increases the density and extent of fracture branching. This enlarges the damage zone and hinders the formation of pre-splitting cracks. As in-situ stress increases,the influence of the stress wave superposition effect diminishes. This further affects the pre-splitting cracks formation in double-hole blasting. This paper proposes optimal hole spacing values that fully consider the interaction between high in-situ stress and stress wave superposition effects,providing important references for enhancing pre-splitting cracks formation in double-hole blasting.
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[1] KUTTER H K,FAIRHURST C. On the fracture process in blasting[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1971,8(3):181–202.
[2] 杨永琦,戴 俊,单仁亮,等. 岩石定向断裂控制爆破原理与参数研究[J]. 爆破器材,2000,29(6):24–28.(YANG Yongqi,DAI Jun,SHAN Renliang,et al. A study of the mechanism of directional split of rock by controlled blasting and its parameters[J]. Explosive Materials,2000,29(6):24–28.(in Chinese))
[3] LU W,CHEN M,GENG X,et al. A study of excavation sequence and contour blasting method for underground powerhouses of hydropower stations[J]. Tunnelling and Underground Space Technology,2012,29:31–39.
[4] 戴 俊. 深埋岩石隧洞的周边控制爆破方法与参数确定[J]. 爆炸与冲击,2004,24(6):493–498.(DAI Jun. The controlled contour blasting technique and its parameter determination for rock tunnel at depth[J]. Explosion and Shock Waves,2004,24(6):493–498.(in Chinese))
[5] 肖正学,张志呈,郭学彬. 断裂控制爆破裂纹发展规律的研究[J]. 岩石力学与工程学报,2002,21(4):546–549.(XIAO Zhengxue,ZHANG Zhicheng,GUO Xuebin. Research on crack developing law of rock fracture controlled blasting[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(4):546–549.(in Chinese))
[6] 岳中文,田世颖,陈志远. 炮孔间距对切缝药包爆生裂纹扩展规律的影响[J]. 岩石力学与工程学报,2018,37(11):2 460–2 467.(YUE Zhongwen,TIAN Shiying,CHEN Zhiyuan. Influence of the interval between holes on crack propagation in slit charge blasting[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(11):2 460–2 467.(in Chinese))
[7] 杨仁树,王雁冰. 切缝药包不耦合装药爆破爆生裂纹动态断裂效应的试验研究[J]. 岩石力学与工程学报,2013,32(7):1 337–1 343. (YANG Renshu,WANG Yanbing. Experimental study of dynamic fracture effect of blasting crack in slotted cartridge decoupling charge blasting[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(7):1 337–1 343.(in Chinese))
[8] 刘 鑫,杨 军,唐红亮. 同时起爆的双孔台阶模型试验研究[J]. 岩石力学与工程学报,2020,39(12):2 460–2 470.(LIU Xin,YANG Jun,TANG Hongliang. Experimental study on simultaneous initiation in double-hole bench model[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(12):2 460–2 470.(in Chinese))
[9] HE C,YANG J. Experimental and numerical investigations of dynamic failure process in rock under blast loading[J]. Tunnelling and Underground Space Technology,2019,83:552–564.
[10] 宗 琦,孟德君. 炮孔不同装药结构对爆破能量影响的理论探讨[J]. 岩石力学与工程学报,2003,22(4):641–645.(ZONG Qi,MENG Dejun. Influence of different kinds of hole charging structure on explosion energy transmission[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(4):641–645.(in Chinese))
[11] 杨仁树,佟 强,杨国梁. 聚能管装药预裂爆破模拟试验研究[J]. 中国矿业大学学报,2010,39(5):631–635.(YANG Renshu,TONG Qiang,YANG Guoliang. Pre-splitting blasting with binding energy tube charges:simulations and experimental research[J]. Journal of China University of Mining and Technology,2010,39(5):631–635.(in Chinese))
[12] 李洪伟,雷 战,江向阳,等. 不同炮孔间距对岩石爆炸裂纹扩展影响的数值分析[J]. 高压物理学报,2019,33(4):82–91.(LI Hongwei,LEI Zhan,JIANG Xiangyang,et al. Numerical analysis of impact of shot hole spacing on crack growth in rock[J]. Chinese Journal of High Pressure Physics,2019,33(4):82–91.(in Chinese))
[13] 杨建华,孙文彬,姚 池,等. 高地应力岩体多孔爆破破岩机制[J]. 爆炸与冲击,2020,40(7):118–127.(YANG Jianhua,SUN Wenbin,YAO Chi,et al. Influences of in-situ stress on blast-induced rock fracture and seismic waves[J]. Journal of Vibration and Shock,2020,40(7):118–127.(in Chinese))
[14] MUNJIZA A. The combined finite-discrete element method[M]. [S. l.]:John Wiley and Sons,2004:231–254.
[15] LISJAK A,FIGI D,GRASSELLI G. Fracture development around deep underground excavations:Insights from FDEM modelling[J]. Journal of Rock Mechanics and Geotechnical Engineering,2014,6(6):493–505.
[16] XU C,LIU Q,TANG X,et al. Dynamic stability analysis of jointed rock slopes using the combined finite-discrete element method (FDEM)[J]. Computers and Geotechnics,2023,160:105556.
[17] 傅帅旸,李海波,吴 迪,等. 基于波速场反演的爆破损伤区范围界定研究[J]. 岩石力学与工程学报,2024,43(增1):3 257–3 266. (FU Shuaiyang,LI Haibo,WU Di,et al. Study on the quantitative definition of blasting damage zone scope based on wave velocity field inversion[J]. Chinese Journal of Rock Mechanics and Engineering,2024,43(Supp.1):3 257–3 266.(in Chinese))
[18] FU S,LI H,LIU L,et al. Effect of intermittent joint distribution on the mechanical and acoustic behavior of rock masses[J]. Journal of Rock Mechanics and Geotechnical Engineering,2024,16(4):1 231–1 244.
[19] LISJAK A,TATONE B S A,GRASSELLI G,et al. Numerical modelling of the anisotropic mechanical behaviour of Opalinus clay at the laboratory-scale using FEM/DEM[J]. Rock Mechanics and Rock Engineering,2014,47(1):187–206.
[20] LI X F,LI H B,LIU L W,et al. Investigating the crack initiation and propagation mechanism in brittle rocks using grain-based finite-discrete element method[J]. International Journal of Rock Mechanics and Mining Sciences,2020,127:104219.
[21] HAN H,FUKUDA D,LIU H,et al. Combined finite-discrete element modelling of rock fracture and fragmentation induced by contour blasting during tunnelling with high horizontal in-situ stress[J]. International Journal of Rock Mechanics and Mining Sciences,2020,127:104214.
[22] AN H,SONG Y,LIU H,et al. Combined finite-discrete element modelling of dynamic rock fracture and fragmentation during mining production process by blast[J]. Shock and Vibration,2021,2021:1–18.
[23] MIKLOWITZ J. The theory of elastic waves and waveguides[M]. [S. l.]:Elsevier,1978:277–288.
[24] CHO S H,KANEKO K. Influence of the applied pressure waveform on the dynamic fracture processes in rock[J]. International Journal of Rock Mechanics and Mining Sciences,2004,41(5):771–784.
[25] YILMAZ O,UNLU T. Three dimensional numerical rock damage analysis under blasting load[J]. Tunnelling and Underground Space Technology,2013,38:266–278.
[26] DURBIN F. Numerical inversion of Laplace transforms:an efficient improvement to Dubner and Abate?s method[J]. The Computer Journal,1974,17(4):371–376.
[27] DING C,YANG R,FENG C. Stress wave superposition effect and crack initiation mechanism between two adjacent boreholes[J]. International Journal of Rock Mechanics and Mining Sciences,2021,138:104622.
[28] 戴 俊. 岩石动力学特性与爆破理论[M]. 北京:冶金工业出版社,2002:235–236.(DAI Jun. Dynamic behaviors and blasting theory of rock[M]. Beijing:Metallurgical Industry Press,2002:235–236.(in Chinese))
[29] LI X F,LI H B,ZHAO J. Transgranular fracturing of crystalline rocks and its influence on rock strengths:Insights from a grain-scale continuum-discontinuum approach[J]. Computer Methods in Applied Mechanics and Engineering,2021,373:113462.
[30] BANADAKI M M D. Stress-wave induced fracture in rock due to explosive action[M]. [S. l.]:University of Toronto Toronto,2010:31–32.
[31] YANG R,FANG S,YANG A,et al. In situ stress effects on smooth blasting:model test and analysis[J]. Shock and Vibration,2020,2020:1–14.
[32] 尤元元,崔正荣,张西良,等. 爆破中双线型聚能药包最佳成缝角度[J]. 爆炸与冲击,2023,43(2):144–158.(YOU Yuanyuan,CUI Zhengrong,ZHANG Xiliang,et al. Optimum seam forming angle of bilinear shaped charge in engineering blasting[J]. Explosion and Shock Waves,2023,43(2):144–158.(in Chinese))
[33] LI X D,LIU K W,QIU T,et al. Study of presplit blasting under high in-situ stress[J]. Engineering Fracture Mechanics,2023,288:109360. |
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