LIU Jie1, 2, LU Wenbo1, 2*, WANG Gaohui1, 2, JIANG Hongjie1, 2, YAN Peng1, 2, XIONG Junwei1, 2
(1. State Key Laboratory of Water Resources Engineering and Management, Wuhan University, Wuhan, Hubei 430072, China;
2. Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education, Wuhan University, Wuhan, Hubei 430072, China)
Abstract:To investigate the scale effect in blasting crater tests, this study was conducted utilizing dimensional analysis and similarity theory. By considering the strength size effect, strain rate effect, and explosive energy distribution, the mechanical mechanisms underlying the size effect in blasting craters were elucidated. A modified charge calculation formula that incorporates the energy coupling coefficient was proposed. Coupled with experimental data, the applicable scale range of conventional blasting model tests was evaluated. The results indicate that, compared to medium-charge tests (measured in kilograms), small-charge tests (measured in grams) are significantly influenced by the strength size effect and strain rate effect, resulting in higher apparent material strength and greater energy consumption for material fragmentation. In contrast, in large-charge tests (measured in tons), a substantial portion of the explosive energy is expended in overcoming gravitational potential, which must be considered when analyzing energy distribution. These differences in energy partitioning give rise to the observed size effects in blasting crater experiments. Unlike traditional empirical formulas based solely on geometric similarity, the improved formula accounts for the energy coupling coefficient and the distribution characteristics of blasting energy across various charge scales. For instance, in small-charge iron ore blasting tests documented in the literature, the improved formula reduced the average relative error in crater radius prediction from 110.0% to 13.3%, demonstrating a significant enhancement in accuracy. Furthermore, the improved formula allows for reliable extrapolation from medium-charge tests to large-charge scenarios. Based on test data from desert alluvium, it is shown that this extrapolation remains valid within a geometric scale factor of less than 20. However, under the influence of the strength size effect and strain rate effect, the energy distribution in small-charge tests is markedly different from that in medium-charge tests, particularly in terms of fragmentation energy, which leads to considerable deviations when applying small-charge results to larger scales.
[1] 李守巨,刘迎曦,吴玉良. 爆破漏斗形成过程的拉伸和剪切理论[J]. 岩石力学与工程学报,1996,15(增1):525–528.(LI Shouju,LIU Yingxi,WU Yuliang. Tensile and shear theory of deforming process of blasting crater[J]. Chinese Journal of Rock Mechanics and Engineering,1996,15(Supp.1):525–528.(in Chinese))
[2] 范 勇,吴进高,冷振东,等. 爆破漏斗岩石破碎块度实验与仿真[J]. 岩石力学与工程学报,2023,42(9):2 125–2 139.(FAN Yong,WU Jingao,LENG Zhendong,et al. Experiment and simulation of rock fragmentation size of blasting crater[J]. Chinese Journal of Rock Mechanics and Engineering,2023,42(9):2 125–2 139.(in Chinese))
[3] YE T Q. Field experiment for blasting crater[J]. Journal of China University of Mining and Technology,2008,18(2):224–228.
[4] 李健钰. 不同强度混凝土爆破漏斗形态实验研究[硕士学位论文][D]. 绵阳:西南科技大学,2018.(LI Jianyu. Experimental study on the morphology of blasting funnel with different strength concrete[M. S. Thesis][D]. Mianyang:Southwest University of Science and Technology,2018.(in Chinese))
[5] 徐风彩. 提高炸药能量利用率方法及应用的研究[J]. 金属矿山,1987,(12):19–27.(XU Fengcai. Research on the method and application of improving the energy utilization rate of explosives[J]. Metal Mine,1987,(12):19–27.(in Chinese))
[6] LI X L,HAN Z Z,HU H,et al. The blasting funnel parameters design and simulation study of Shizishan Mine deep mining[J]. Electronic Journal of Geotechnical Engineering,2017,22(6):1 835–1 846.
[7] 雷 振,张智宇,黄永辉,等. 岩石爆破破碎能耗随抵抗线的变化规律[J]. 爆炸与冲击,2021,41(7):151–160.(LEI Zhen,ZHANG Zhiyu,HUANG Yonghui,et al. An investigation of energy consumption variation in rock blasting breaking with the resistance line[J]. Explosion and Shock Waves,2021,41(7):151–160.(in Chinese))
[8] 李萍丰,王秀龙,闫小兵,等. 柱状药包侧向爆破下抵抗线对岩石破碎特性的影响研究[J]. 岩土力学,2024,45(5):1 388–1 396.(LI Pingfeng,WANG Xiulong,YAN Xiaobin,et al. Effects of burden on rock crushing characteristics under lateral detonation of cylindrical charges[J]. Rock and Soil Mechanics,2024,45(5):1 388–1 396.(in Chinese))
[9] 岳松林,邱艳宇,范鹏贤,等. 岩石中爆炸成坑效应的模型试验方法及对比分析[J]. 岩石力学与工程学报,2014,33(9):1 925–1 931. (YUE Songlin,QIU Yanyu,FAN Pengxian,et al. Modeling experiment methods for cratering effects of explosions in rocks and comparative analysis[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(9):1 925–1 931.(in Chinese))
[10] 肖建光,郑元枫,余庆波,等. 抛掷爆破混凝土介质飞散行为研究[J]. 北京理工大学学报,2016,36(10):1 015–1 018.(XIAO Jianguang,ZHENG Yuanfeng,YU Qingbo,et al. Ejection behavior of concrete materials under cast blasting[J]. Transactions of Beijing Institute of Technology,2016,36(10):1 015–1 018.(in Chinese))
[11] 闫统钊. 柱状药包爆破漏斗试验研究[硕士学位论文][D]. 昆明:昆明理工大学,2018.(YAN Tongzhao. Experimental study on blasting crater of cylindrical charge blasting[M. S. Thesis][D]. Kunming:Kunming University of Science and Technology,2018.(in Chinese))
[12] 王 凯. 基于SPH爆破漏斗体积及抛掷速度数值模拟研究[硕士论文][D]. 昆明:昆明理工大学,2019.(WANG Kai. Numerical simulation of blasting crater volume and throwing velocity based on SPH[M. S. Thesis][D]. Kunming:Kunming University of Science and Technology,2019.(in Chinese))
[13] 黄永辉,阮 迅,雷 振,等. 装药不耦合系数对台阶爆破破碎块体抛掷运动规律影响研究[J]. 工程科学与技术,2025,57(2):223–233.(HUANG Yonghui,RUAN Xun,LEI Zhen,et al. Influence of charge uncoupling coefficient on the throwing movement of broken blocks in bench blasting[J]. Advanced Engineering Sciences,2025,57(2):223–233.(in Chinese))
[14] 霍永基,李君纯,张文正. 斜坡定向抛掷爆破药量计算公式及爆破参数选择[J]. 水利学报,1960,(5):16–26.(HUO Yongji,LI Junchun,ZHANG Wenzheng. Formula for calculating explosive charge quantity for slope-oriented throw blasting and selection of blasting parameters[J]. Journal of Hydraulic Engineering,1960,(5):16–26. (in Chinese))
[15] САДОВСКИЙ М А,АДУШКИН В В,СПИВАК А А. О размере зон необратимого деформирования при взрыве в блочной среде[J]. Физики Земли,1989,(9):9–15.(in Russian)
[16] HENRYCH J. The dynamics of explosion and its use[M]. New York:Elsevier Scientific Publishing Company,1979:280–285.
[17] LANGEFORS U,KIHLSTROM B. The modern technique of rock blasting[M]. New York:Willey and His Sons,1963:31–35.
[18] CHABAI A J. On scaling dimensions of craters produced by buried explosives[J]. Journal of Geophysical Research,1965,70(20):5 075–5 098.
[19] AIMONE-MARTIN C T,DICK R D,WEAVER T A,et al. Small-scale cratering experiments I:Concrete[J]. Fragblast,1998,2(2):143–180.
[20] VAILE R B. Pacific craters and scaling laws[J]. Journal of Geophysical Research (1896–1977),1961,66(10):3 413–3 438.
[21] NORDYKE M D. An analysis of cratering data from desert alluvium[J]. Journal of Geophysical Research (1896–1977),1962, 67(5):1 965–1 974.
[22] 王明洋,徐天涵,蒋海明,等. 深埋防护工程静动耦合作用下安全层厚度计算理论与方法[J]. 同济大学学报:自然科学版,2023,51(6):805–810.(WANG Mingyang,XU Tianhan,JIANG Haiming,et al. Calculation theory and method of safety layer thickness of deep underground protection engineering under coupling effect of static and dynamic loading[J]. Journal of Tongji University:Natural Science,2023,51(6):805–810.(in Chinese))
[23] 李 杰,郭 纬,徐天涵,等. 地下爆炸等效当量及耦合地冲击计算[J]. 岩石力学与工程学报,2023,42(增2):4 064–4 072.(LI Jie,GUO Wei,XU Tianhan,et al. Calculation of equivalent and coupled ground shock of underground explosion[J]. Chinese Journal of Rock Mechanics and Engineering,2023,42(Supp.2):4 064–4 072.(in Chinese))
[24] 徐天涵,邱艳宇,谢 方,等. 钻地爆炸耦合地冲击等效计算理论与方法[J]. 同济大学学报:自然科学版,2023,51(6):811–817.(XU Tianhan,QIU Yanyu,XIE Fang,et al. Theory and method of equivalent calculation of coupling ground shock of earth-penetrating explosion[J]. Journal of Tongji University:Natural Science,2023,51(6):811–817.(in Chinese))
[25] 钱七虎. 岩石爆炸动力学的若干进展[J]. 岩石力学与工程学报, 2009,28(10):1 945–1 968.(QIAN Qihu. Some advances in rock blasting dynamics[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(10):1 945–1 968.(in Chinese))
[26] 金骥良. 工程爆破药量计算的基本公式[J]. 爆破,1985,(1):39–43.(GIN Giliang. The basic formula of engineering blasting charge calculation[J]. Blasting,1985,(1):39–43.(in Chinese))
[27] 钱七虎. 大型抛掷爆破中的重力影响[J]. 解放军理工大学学报:自然科学版,2010,11(2):103–105.(QIAN Qihu. Influence of gravity in large-scale throwblasting[J]. Journal of PLA University of Science and Technology:Natural Science,2010,11(2):103–105.(in Chinese))
[28] 许连坡. 关于爆破相似律的一些问题[J]. 爆炸与冲击,1985,5(4):1–9.(XU Lianpo. Some problems about the law of similitude in blasting[J]. Explosion and Shock Waves,1985,5(4):1–9.(in Chinese))
[29] HUANG X,ZHU B,CHEN Y. A rate-dependent peridynamic-SPH coupling model for damage and failure analysis of concrete dam structures subjected to underwater explosions[J]. International Journal of Impact Engineering,2025,200:105270.
[30] 杜修力,金 浏,李 冬. 混凝土与混凝土结构尺寸效应述评(Ⅰ):材料层次[J]. 土木工程学报,2017,50(9):28–45.(DU Xiuli,JIN Liu,LI Dong. A state-of-the-art review on the size effect of concretes and concrete structures(Ⅰ):concrete materials[J]. China Civil Engineering Journal,2017,50(9):28–45.(in Chinese))
[31] XU S L,REINHARDT H W. Determination of double-K criterion for crack propagation in quasi-brittle fracture,Part I:Experimental investigation of crack propagation[J]. International Journal of Fracture,1999,98(2):111–149.
[32] GUAN J,LI Q B,WU Z,et al. Minimum specimen size for fracture parameters of site-casting dam concrete[J]. Construction and Building Materials,2015,93:973–982.
[33] SAOUMA V E,BROZ J J,BRUHWILER E,et al. Effect of aggregate and specimen size on fracture properties of dam concrete[J]. Journal of Materials in Civil Engineering,1991,3(3):204–218.
[34] 徐世烺,周厚贵,高洪波,等. 各种级配大坝混凝土双K断裂参数试验研究——兼对《水工混凝土断裂试验规程》制定的建议[J]. 土木工程学报,2006,39(11):50–62.(XU Shilang,ZHOU Hougui,GAO Hongbo,et al. An experimental study on double-K fracture parameters of concrete for damconstr uction with various grading aggregates[J]. China Civil Engineering Journal,2006,39(11):50–62.(in Chinese))
[35] 崔新男,汪旭光,王尹军,等. 爆炸加载下混凝土表面的裂纹扩展[J]. 爆炸与冲击,2020,40(5):25–35.(CUI Xinnan,WANG Xuguang,WANG Yinjun,et al. External crack propagation of concrete surface under explosive loading[J]. Explosion and Shock Waves,2020,40(5):25–35.(in Chinese))
[36] BA?ANT Z P,XI Y. Statistical size effect in Quasi‐Brittle structures:II. nonlocal theory[J]. Journal of Engineering Mechanics,1999,117(11):2 623–2 640.
[37] SABNIS G M,MIRZA S M. Size effects in model concretes[J]. Journal of the Structural Division,1979,105(ST6):1 007–1 020.
[38] 周创兵,陈益峰,姜清辉. 岩体表征单元体与岩体力学参数[J]. 岩土工程学报,2007,29(8):1 135–1 142.(ZHOU Chuangbing,CHEN Yifeng,JIANG Qinghui. Representative elementary volume and mechanical parameters of fractured rock masses[J]. Chinese Journal of Rock Mechanics and Engineering,2007,29(8):1 135–1 142.(in Chinese))
[39] 刘宝琛,张家生,杜奇中,等. 岩石抗压强度的尺寸效应[J]. 岩石力学与工程学报,1998,27(6):611–614.(LIU Baochen,ZHANG Jiasheng,DU Qizhong,et al. A study of size effect for compression strength of rock[J]. Chinese Journal of Rock Mechanics and Engineering,1998,27(6):611–614.(in Chinese))
[40] JIN L,YU W X,DU X L,et al. Mesoscopic numerical simulation of dynamic size effect on the splitting-tensile strength of concrete[J]. Engineering Fracture Mechanic,2019,209:317–332.
[41] WU B B,YAO W,XIA K W. An experimental study of dynamic tensile failure of rocks subjected to hydrostatic confinement[J]. Rock Mechanics and Rock Engineering,2016,49(10):3 855–3 864.
[42] SANCHIDRIÁN J A,SEGARRA P,LÓPEZ L M. Energy components in rock blasting[J]. International Journal of Rock Mechanics and Mining Scienc,200,44(1):130–147.
[43] GRADY D E. Local inertial effects in dynamic fragmentation[J]. Journal of Applied Physics,1986,59(4):1 379–1 380.
[44] OUCHTERLONY F,SANCHIDRIÁN J A. Percentile fragment size predictions for blasted rock and the fragmentation-energy Fan[J]. Rock Mechanics and Rock Engineering,2018,50(4):751–779.
[45] 梁 润. 抛掷爆破的岩石抛掷速度[J]. 武汉水利电力学院学报,1980,(3):39–46.(LIANG Run. Rock throwing speed of throwing blasting[J]. Journal of the Wuhan Institute of Hydraulic and Electric Engineering,1980,(3):39–46.(in Chinese))
[46] 李勇震,卢文波,王 洋,等. 岩石爆破地震波能量辐射的爆源自由面依赖性研究[J]. 岩石力学与工程学报,2025,44(6):1 585–1 595.(LI Yongzhen,LU Wenbo,WANG Yang,et al. Research of rock blasting seismic energy radiation and its dependence on blasting source and free surfaces[J]. Chinese Journal of Rock Mechanics and Engineering,2025,44(6):1 585–1 595.(in Chinese))
[47] KOU S Q,RUSTAN A. Burden related to blasthole diameter in rock blasting[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1992,29(6):543–553.