Numerical Simulation Method and Verification of Blasting Fragmenta-tion that Balances Computational Efficiency and Mechanical Ration-ality

  • HU Ying-guo , 1, 2 ,
  • WANG Jin-xu 1, 2 ,
  • LI Geng-quan , 1, 2 ,
  • CHAI Chao-zheng 1, 2 ,
  • XU Chen-yu 1, 2 ,
  • WU Xin-xia 1, 2
Expand
  • 1. Changjiang Water Resources Commission, Yangtze River Scientific Research Institute,Wuhan 430010,China
  • 2. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources,Wuhan 430010,China

Received date: 2025-05-06

  Revised date: 2025-11-11

  Online published: 2025-12-04

Abstract

The refined numerical simulation of blasting fragmentation is an important means to study the mechanism of blasting fragmentation. Firstly, the advantages and disadvantages of different types of numerical simulation methods in predicting blasting fragmentation and their engineering adaptability were compared. Through field experiments, the formation characteristics of blasting fragmentation were revealed, and the necessity of selecting numerical simulation methods for blasting fragmentation within different grading ranges was elucidated. Fur-thermore, a continuous discontinuous blasting fragmentation numerical simulation method based on LS/DYNA-DDA coupling is proposed. LS-DYNA based continuous medium numerical simulation is used in the near zone of the blast hole to improve the calculation efficiency of the crushing zone. DDA based discontinuous method is used for simulation in the middle and far zones to achieve discontinuous characterization of blasting fragmentation, and the accuracy of using stress and velocity components as coupling parameters is compared. Finally, based on the mining and blasting practice of Zhoushan Green Petrochemical Mine, the LS/DYNA-DDA coupling method was validated. The results showed that the small particle size block size was mainly concentrated in a small range near the blast hole. The use of continuous methods can efficiently simulate the distribution of small particle size block size and ensure accuracy; It is more reasonable to use DDA method to simulate the fragmentation of large particle size blocks, and using peak velocity as the coupling component between different methods can reduce the pressure loss during calculation transmission; Based on the measured results, the existing numerical simulation methods were compared with LS/DYNA-DDA coupling, and the proposed new method improved the accuracy of predicting blasting fragmentation. It has advantages in balancing the rationality of blasting fragmen-tation mechanics mechanism and computational efficiency.

Cite this article

HU Ying-guo , WANG Jin-xu , LI Geng-quan , CHAI Chao-zheng , XU Chen-yu , WU Xin-xia . Numerical Simulation Method and Verification of Blasting Fragmenta-tion that Balances Computational Efficiency and Mechanical Ration-ality[J]. Journal of Changjiang River Scientific Research Institute, 0 . DOI: 10.11988/ckyyb.20250387

[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 Fuqiang, YANG Zeyan. 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 Guofu. Research on blasting technology for controlling the distribution of batching blocks in concrete face rockfill dams[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 Zegong, ZHANG Jianyu 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):122-140.

(MA Sizhou, LIU Kewei, YANG Jiacai et al. Size distribution characteristics of blast-induced rock fragmentation under decoupled charge structures[J]. Explosion and shock waves, 2024, 44(4):122-140. (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):133-144.

(LI X ianglong, ZHANG Zhiping, WANG Jianguo et al. Influence of double empty hole spacing on section size of blasting chamber[J]. Explosion and shock waves, 2022, 42(11):133-144. (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 Yingguo, RAO Yu, CHAI Chaozheng 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. 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 Faming, LIU Yonglin, LI Hongtao 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. 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 Yibo, SU Dudu, YANG Guangdong, 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 Haiwang, YU Menghao, 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 Chuanze, GUO Lianjun, 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]
A. Saadatmand Hashemi, P. Katsabanis,2019.The Efect of Stress Wave Interaction and Delay Timing on Blast-Induced Rock Damage and Fragmentation[J]. Rock Mechanics and Rock Engineering.

[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(4):682-691.

(JIAO Yuyong, ZHANG Xiuli, LIU Quansheng etal. SIMULATION OF ROCK CRACK PROPAGATION USING DISCONTINUOUS DEFORMATION ANALYSIS METHOD[J]. Chinese Journal of Rock Mechanics and Engineering, 2007(4):682-691. (in Chinese))

[14]
Zhao Zhiye, Zhang Yun, Wei Xueying. Discontinuous deformation analysis for parallel hole cut blasting in rock mass[C]// . Society for Rock Mechanics and Engineering Geology (Singapore): Research Publishing Services, 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 Youjun, 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))

[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 Jinxu. Study on Rock Fragmentation and Blasting Heap Numerical Simulation of Bench Blasting[D]. Wuhan: Changjiang River Scientific Research Institute. (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 Youjun, YANG Jun, CHEN Pengwan. 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 J, Yang J, An X, et al. Modelling rock fracturing and blast-induced rock mass failure via advanceddiscretisation within the discontinuous deformation analysis framework[J]. Computers and Geotechnics, 2010, 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 theDDA Method for Modeling Blasting-Induced Rock Failures[D]. Mianyang; Southwest University of Science and Technology. (in Chinese))

(WEI Bin. Developments and Applications of theDDA Method for Modeling Blasting-Induced Rock Failures[D]. Mianyang; Southwest University of Science and Technology. (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(2):17-20.

(LIU Hongyan, YANG Jun, CHEN Pengwan. SIMULATION OF THE PROCESS OF EXPLOSION FUNNEL FORMULATION BY MEANS OF DISCONTINUOUS DEFORMATION ANALYSIS[J]. Engineering blasting, 2004 (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 Yingguo, LI Gengquan, XU Chenyu etal. Numerical simulation method and application of hydraulic grade material extraction at engineering scale[J]. Engineer 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 Wenbo, MENG Ting, HU Yingguo. A review of numerical simulation of rock fragmentation by blasting and prediction of fragments[J]., 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 Kaiyu, XIA Kaiwen, 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 Zhendong, LU Wenbo, HU Haoran, et al. Studies on influence of blast -created free face on ground vibrationin slope blasts with millisecond-delays[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(9): 1815-1822. (in Chinese))

[26]
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 Yingguo, RAO Yu, CHAI Chaozheng, et al. Simulation of rock failure by Voronoi-based discontinuous deformation analysis[J]. Chinese Journal of Rock Mechanics and Engineering, 2024, 46(9):1870-1879. (in Chinese))

Outlines

/