Numerical Simulation Method and Validation for Blasting Fragmentation Considering Computational Efficiency and Mechanical Rationality

HU Ying-guo, WANG Jin-xu, LI Geng-quan, CHAI Chao-zheng, XU Chen-yu, WU Xin-xia

Journal of Changjiang River Scientific Research Institute ›› 2026, Vol. 43 ›› Issue (5) : 155-163.

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Journal of Changjiang River Scientific Research Institute ›› 2026, Vol. 43 ›› Issue (5) : 155-163. DOI: 10.11988/ckyyb.20250387
Rock-Soil Engineering

Numerical Simulation Method and Validation for Blasting Fragmentation Considering Computational Efficiency and Mechanical Rationality

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Abstract

[Objective] Among numerical simulation methods for blasting fragmentation, the continuous medium simulation method has high efficiency, but its mechanical mechanisms are not rigorous and errors are significant when dealing with discontinuous problems; the discontinuous deformation analysis (DDA) method performs well for discontinuous problems, but when the fragment size becomes too small, excessively long computation time and non-convergence are likely to occur. This study aims to propose a numerical simulation method for blasting fragmentation that considers both computational efficiency and mechanical rationality. [Methods] Field tests were conducted to reveal the formation characteristics of blasting fragmentation, and the necessity of selecting appropriate numerical simulation methods for different fragment size ranges of blasting fragmentation was clarified. A continuous-discontinuous numerical simulation method for blasting fragmentation based on LS-DYNA+DDA coupling was proposed. In the near-field region of the blast hole, a continuous medium numerical simulation based on LS-DYNA was used to improve the computational efficiency of the crushing zone. In the middle- and far-field regions, a discontinuous method based on DDA was used to achieve discontinuous characterization of blasting fragmentation. The accuracy of using stress and velocity components as coupling parameters was compared. Finally, the LS-DYNA+DDA coupling method was validated based on the mining and blasting practice of Zhoushan Green Petrochemical Mine. [Results] Through field experiments and numerical simulation, it was determined that small-sized fragments were mainly concentrated within a very small range near the blast hole. The continuous medium method could efficiently simulate the distribution of small-sized fragments while ensuring accuracy. It was more reasonable to use DDA method to simulate the fragmentation of medium- and large-sized fragments. Using peak velocity as the coupling parameter between different methods could reduce the pressure loss during computation transmission. [Conclusion] Based on the measured results, comparison and validation between existing numerical simulation methods and the proposed LS-DYNA+DDA coupling method show that the proposed method improves the accuracy of blasting fragmentation prediction and has advantages in balancing the mechanical rationality of fragmentation mechanisms and computational efficiency. However, this method is currently applied in limited engineering scenarios, and its prediction efficiency needs further summary and optimization for different lithologies and blasting parameters.

Key words

blasting / continuous-discontinuous / fragmentation / coupling / numerical simulation

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HU Ying-guo , WANG Jin-xu , LI Geng-quan , et al . Numerical Simulation Method and Validation for Blasting Fragmentation Considering Computational Efficiency and Mechanical Rationality[J]. Journal of Changjiang River Scientific Research Institute. 2026, 43(5): 155-163 https://doi.org/10.11988/ckyyb.20250387

References

[1]
姚虞, 王富强, 杨泽艳. 高土石坝复杂材料筑坝技术新进展[J]. 水力发电, 2023, 49(10): 65-71.
(Yao Yu, Wang Fu-qiang, Yang Ze-yan. New Development of Dam Construction Technology with Complex Material for High Earth-rock Dam[J]. Water Power, 2023, 49(10): 65-71. (in Chinese))
[2]
阮国府. 面板堆石坝级配料块度分布控制爆破技术研究[J]. 采矿技术, 2024, 24(3): 118-123.
(Ruan Guo-fu. Study on Controlled Blasting Technology of Batching Fragmentation Distribution in Concrete Face Rockfill Dam Stage[J]. Mining Technology, 2024, 24(3): 118-123. (in Chinese))
[3]
杨帅, 刘泽功, 张健玉, 等. 爆炸荷载作用下深部煤体损伤特征试验研究[J]. 振动与冲击, 2024, 43(19): 276-286.
(Yang Shuai, Liu Ze-gong, Zhang Jian-yu, et al. Test Study on Damage Features of Deep Coal Body under Explosive Load[J]. Journal of Vibration and Shock, 2024, 43(19): 276-286. (in Chinese))
[4]
马泗洲, 刘科伟, 杨家彩, 等. 不耦合装药下岩石爆破块体尺寸的分布特征[J]. 爆炸与冲击, 2024, 44(4): 120-138.
(Ma Si-zhou, Liu Ke-wei, Yang Jia-cai, et al. Size Distribution Characteristics of Blast-induced Rock Fragmentation under Decoupled Charge Structures[J]. Explosion and Shock Waves, 2024, 44(4): 120-138. (in Chinese))
[5]
李祥龙, 张志平, 王建国, 等. 双空孔间距对爆破槽腔断面大小的影响[J]. 爆炸与冲击, 2022, 42(11): 131-142.
(Li Xiang-long, Zhang Zhi-ping, Wang Jian-guo, et al. Influence of Double Empty Hole Spacing on Section Size of Blasting Chamber[J]. Explosion and Shock Waves, 2022, 42(11): 131-142. (in Chinese))
[6]
胡英国, 饶宇, 柴朝政, 等. 岩体结构面对爆破块度的影响机制研究[J]. 岩土工程学报, 2024, 46(9): 1870-1879.
(Hu Ying-guo, Rao Yu, Chai Chao-zheng, et al. Influence Mechanism of Rock Joints on Blasting Fragmentation[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(9): 1870-1879. (in Chinese))
[7]
吴发名, 刘勇林, 李洪涛, 等. 基于原生节理统计和爆破裂纹模拟的堆石料块度分布预测[J]. 岩石力学与工程学报, 2017, 36(6): 1341-1352.
(Wu Fa-ming, Liu Yong-lin, Li Hong-tao, et al. Fragmentation Distribution Prediction of Rockfill Materials Based on Statistical Results of Primary Joints and Simulation of Blasting Cracks[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(6): 1341-1352. (in Chinese))
[8]
赵毅波, 苏都都, 范勇, 等. 群孔起爆不同短延迟时间岩石破裂过程仿真与块度分析[J]. 爆破, 2023, 40(3): 92-100, 122.
(Zhao Yi-bo, Su Du-du, Fan Yong, et al. Simulation of Rock Fracture Process and Fragmentation Analysis with Different Short Delays for Group Hole Blasting[J]. Blasting, 2023, 40(3): 92-100, 122. (in Chinese))
[9]
叶海旺, 余梦豪, 刘聪, 等. 基于爆破块度控制的空气间隔装药台阶爆破参数优化[J]. 爆破, 2024, 41(4): 84-90, 100.
(Ye Hai-wang, Yu Meng-hao, Liu Cong, et al. Bench Blasting Parameters Optimization with Air-decked Charge Structure Based on Fragmentation Control[J]. Blasting, 2024, 41(4): 84-90, 100. (in Chinese))
[10]
于传泽, 郭连军, 邓丁, 等. 露天矿山孔间延时起爆条件下的岩石破碎效果研究[J]. 爆破, 2024, 41(2): 1-7.
(Yu Chuan-ze, Guo Lian-jun, Deng Ding, et al. Study on Rock Fragmentation under Condition of Delayed Initiation between Holes in an Open-pit Mine[J]. Blasting, 2024, 41(2): 1-7. (in Chinese))
[11]
Hashemi A S, Katsabanis P. The Effect of Stress Wave Interaction and Delay Timing on Blast-induced Rock Damage and Fragmentation[J]. Rock Mechanics and Rock Engineering, 2020, 53(5): 2327-2346.
[12]
Mortazavi A, Molladavoodi H. A Numerical Investigation of Brittle Rock Damage Model in Deep Underground Openings[J]. Engineering Fracture Mechanics, 2012, 90:101-120.
[13]
焦玉勇, 张秀丽, 刘泉声, 等. 用非连续变形分析方法模拟岩石裂纹扩展[J]. 岩石力学与工程学报, 2007, 26(4): 682-691.
(Jiao Yu-yong, Zhang Xiu-li, Liu Quan-sheng, et al. Simulation of Rock Crack Propagation Using Discontinuous Deformation Analysis Method[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(4): 682-691. (in Chinese))
[14]
Zhao Z, Zhang Y, Wei X. Discontinuous Deformation Analysis for Parallel Hole Cut Blasting in Rock Mass[C]// Research Publishing Services, Analysis of Discontinuous Deformation — New Developments and Applications. Singapore. November 25-27, 2009. 2009: 169-176.
[15]
杜鑫, 甯尤军, 杨军. 地下层状岩体爆破的DDA方法模拟研究[J]. 地下空间与工程学报, 2023, 19(3):955-961.
(Du Xin, Ning You-jun, Yang Jun. Simulation of Underground Layered Rock Blasting by the DDA Method[J]. Chinese Journal of Underground Space and Engineering, 2023, 19(3):955-961. (in Chinese))
Rock fragmentation by blasting is the result of the combined action of explosion stress wave and explosion gas pressure. Underground rock blasting is affected by two important factors including the discontinuous surface and in-situ stress, among others. In the discontinuous deformation analysis (DDA) method, the contact damping algorithm is introduced and the search algorithm of blasting chamber is improved. Connected fracture network is searched by a recursive strategy to actualize the real-time tracking of blasting chamber in the blasting simulation of jointed rock. Thereafter, the single-hole blasting of underground layered rock is simulated to study the influence of joint spacing on rock fragmentation under the combined action of explosion stress wave and gas pressure. Results indicate that the attenuation of explosion stress wave in the rock decreases obviously with the increase of joint spacing, and correspondingly the volume of blasting chamber increases and the explosion gas pressure attenuates more slowly. The increase of joint spacing will slow down the attenuation of blasting energy, resulting in more cracks and greater rock fragmentation. With smaller joint spacing, the effect of explosion gas pressure on rock fragmentation is important, and with the increase of joint spacing, the effect of explosion stress wave on rock fragmentation becomes more significant. Moreover, it is found that the radial cracks may deflect along the joint surface and then continue to develop radially or stop. With the increase of joint spacing, more obvious radial main crack development is also observed.
[16]
王金绪. 台阶爆破岩体块度及爆堆数值模拟研究[D]. 武汉: 长江科学院, 2018.
(Wang Jin-xu. Study on Rock Fragmentation and Blasting Heap Numerical Simulation of Bench Blasting[D]. Wuhan: Changjiang River Scientiffic Research Institute, 2018. (in Chinese))
[17]
甯尤军, 杨军, 陈鹏万. 节理岩体爆破的DDA方法模拟[J]. 岩土力学, 2010, 31(7): 2259-2263.
(Ning You-jun, Yang Jun, Chen Peng-wan. Numerical Simulation of Rock Blasting in Jointed Rock Mass by DDA Method[J]. Rock and Soil Mechanics, 2010, 31(7): 2259-2263. (in Chinese))
[18]
Ning Y, Yang J, Ma G, et al. Modelling Rock Blasting Considering Explosion Gas Penetration Using Discontinuous Deformation Analysis[J]. Rock Mechanics and Rock Engineering, 2011, 44(4): 483-490.
[19]
Ning Y, Yang J, An X, et al. Modelling Rock Fracturing and Blast-induced Rock Mass Failure via Advanced Discretisation within the Discontinuous Deformation Analysis Framework[J]. Computers and Geotechnics, 2011, 38(1): 40-49.
[20]
魏斌. 爆破破岩模拟的DDA方法及其应用[D]. 绵阳: 西南科技大学, 2016.
(Wei Bin. Developments and Applications of the DDA Method for Modeling Blasting-induced Rock Failures[D]. Mianyang: Southwest University of Science and Technology, 2016. (in Chinese))
[21]
刘红岩, 杨军, 陈鹏万. 爆破漏斗形成过程的DDA模拟分析[J]. 工程爆破, 2004, 10(2): 17-20.
(Liu Hong-yan, Yang Jun, Chen Peng-wan. Simulation of the Process of Explosion Funnel Formulation by Means of Discontinuous Deformation Analysis[J]. Engineering Blasting, 2004, 10(2): 17-20. (in Chinese))
[22]
胡英国, 李庚泉, 徐辰宇, 等. 筑坝级配料爆破开采数值仿真与应用[J]. 工程爆破, 2024, 30(5):226-236.
(Hu Ying-guo, Li Geng-quan, Xu Chen-yu, et al. Numerical Simulation Method and Application of Hydraulic Grade Material Extraction at Engineering Scale[J]. Engineering Blasting, 2024, 30(5):226-236. (in Chinese))
[23]
卢文波, 孟婷, 胡英国. 岩石爆破破碎模拟和块度预报的研究现状与展望[J]. 工程爆破, 2024, 30(5): 20-28.
(Lu Wen-bo, Meng Ting, Hu Ying-guo. A Review of Numerical Simulation of Rock Fragmentation by Blasting and Prediction of Fragments[J]. Engineering Blasting, 2024, 30(5): 20-28. (in Chinese))
[24]
张开雨, 夏开文, 刘丰. 基于Voronoi多边形离散的DDA方法模拟岩石破坏[J]. 岩石力学与工程学报, 2021, 40(4): 725-738.
(Zhang Kai-yu, Xia Kai-wen, Liu Feng. Simulation of Rock Failure by Voronoi-based Discontinuous Deformation Analysis[J]. Chinese Journal of Rock Mechanics and Engineering, 2021, 40(4): 725-738. (in Chinese))
[25]
冷振东, 卢文波, 胡浩然, 等. 爆生自由面对边坡微差爆破诱发振动峰值的影响[J]. 岩石力学与工程学报, 2016, 35(9):1815-1822.
(Leng Zhen-dong, Lu Wen-bo, Hu Hao-ran, et al. Studies on Influence of Blast-created Free Face on Ground Vibration in Slope Blasts with Millisecond-delays[J]. Chinese Journal of Rock Mechanics and Engineering,2016, 35(9):1815-1822. (in Chinese))
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