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金属矿山 ›› 2026, Vol. 55 ›› Issue (9): 209-216.

• 矿山爆破 • 上一篇    下一篇

自然崩落法硬岩预处理爆破参数多目标优化

蔡思杰1,2,3 ,黄 敏1,2,3 ,黄明清4 ,郭晓强1,2 ,詹术霖1,2   

  1. 1.低品位难处理黄金资源综合利用国家重点实验室,福建 上杭 364202;2.紫金矿业集团股份有限公司,福建 厦门 361016; 3.紫金(长沙)工程技术有限公司,湖南 长沙 410006;4.福州大学紫金地质与矿业学院,福建 福州 350108
  • 出版日期:2026-09-15 发布日期:2026-10-15
  • 通讯作者: 黄明清(1986—),男,教授,博士,硕士研究生导师。
  • 作者简介:蔡思杰(1997—),男,工程师,硕士。
  • 基金资助:
     “十四五”国家重点研发计划项目(编号:2022YFC2903904)。

Multi-objective Optimization of Blasting Parameters of Hard Rock Pre-conditioning in Block Caving

CAI Sijie1,2,3 ,HUANG Min1,2,3 ,HUANG Mingqing4 ,GUO Xiaoqiang1,2 ,ZHAN Shulin1,2   

  1. 1.State Key Laboratory for Comprehensive Utilization of Low Grade and Refractory Gold Resources,Shanghang 364202,China; 2.Zijin Mining Group Co.,Ltd.,Xiamen 361016,China;3.Zijin (Changsha) Engineering Technology Co.,Ltd., Changsha 410006,China;4.Zijin School of Geology and Mining,Fuzhou University,Fuzhou 350108,China
  • Online:2026-09-15 Published:2026-10-15

摘要: 良好的可崩性是硬岩矿山自然崩落法成功应用的前提,但硬岩单轴抗压强度高、节理裂隙不发育限制 了岩体的初始与持续崩落。为了探明爆破参数对自然崩落法硬岩预处理的作用机制,基于Box-Behnken Design设计 开展了炮孔孔径、不耦合系数和炮孔孔距等因素对中央裂纹长度、裂隙率和粉碎区域半径等指标影响的数值模拟,并 在响应面法分析和满意度函数优化的基础上优化了爆破裂隙扩展指标。结果表明:不耦合系数是影响爆破破碎区域 半径的主要因素,不耦合系数和炮孔孔距对爆破裂隙扩展效果的影响较明显,是影响弱化区域的主要因素,而不耦合 系数是影响破碎区域半径的主要因素。当炮孔孔径与不耦合系数处于低编码水平时,中央裂纹的长度较大;当不耦 合系数和炮孔孔径同时处于高编码水平时,炸药爆炸后产生的裂隙率较高;当炮孔孔径处于低编码水平时,不耦合系 数的变化对粉碎区域半径的影响较为明显。基于多目标优化的硬岩预处理深孔爆破参数为炮孔孔径165 mm、不耦合 系数1.35、炮孔孔距10 m,此时整体的最优满意度函数值为0.904 6。验证试验表明,深孔爆破可有效改善自然崩落 法硬岩可崩性及其预处理效果。

关键词: 自然崩落法 , 硬岩 , 爆破预处理 , 深孔爆破 , 参数优化 , 不耦合系数 , 数值模拟

Abstract: Proper cavability is a prerequisite for successful application of block caving in hard rock mines,but the high uniaxial compressive strength and the lack of developed joint cracks limit the initial and continuous caving of the rock mass.In order to explore the mechanism of the effect of blasting parameters on the pre-conditioning of hard rock by block caving,numer ical simulations were conducted based on Box-Behnken Design to investigate the effects of various factors such as borehole ap erture,uncoupling coefficient,and borehole spacing on indicators such as central crack length,crack rate,and crushing area ra dius.The expansion indicators of blasting cracks were optimized based on response surface methodology analysis and satisfac tion function optimization.The results show that the decouple coefficient is the main factor affecting the radius of the blasting fragmentation area.The decouple coefficient and the distance between blast holes have a more significant impact on the expan sion effect of blasting cracks,and are the main factors affecting the weakening area.The decouple coefficient is the main factor affecting the radius of the fragmentation area.When the borehole diameter and decouple coefficient are at a low coding level, the length of the central crack is larger.When the decouple coefficient and borehole aperture are both at a high coding level, the fracture rate generated after blasting is higher.However,when the borehole diameter is at a low coding level,the change in decouple coefficient has a more significant impact on the radius of the crushing area.The optimized blasting parameters using multi-objective optimization for hard rock are borehole diameter 165 mm,decouple coefficient 1.35,borehole spacing 10 m, with an overall optimal satisfaction function value of 0.904 6.The verification experiment shows that deep hole blasting can ef fectively improve the cavability and pre-conditioning effect of hard rock block caving.

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