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金属矿山 ›› 2026, Vol. 55 ›› Issue (7): 193-.

• 矿山爆破 • 上一篇    下一篇

径向偏心不耦合装药下围岩爆破裂隙范围研究

王祖海1 沙 明1 张 洋1 李俊庆1 陈嘉骏2   

  1. 1.中铁上海局第五工程有限公司,广西 南宁 530000;2.中南大学土木工程学院,湖南 长沙 410000
  • 出版日期:2026-07-15 发布日期:2026-08-24
  • 作者简介:王祖海(1984—),男,高级工程师。
  • 基金资助:
    湖南省交通运输厅科技进步与创新项目(编号:202115)。

Study on the Crack Range of Surrounding Rock Blasting under Radial Eccentric Uncoupled Charging

WANG Zuhai1 SHA Ming1 ZHANG Yang1 LI Junqing1 CHEN Jiajun2   

  1. 1.China Railway Shanghai Engineering Bureau Group No.5 Engineering Co.,Ltd.,Nanning 530000,China; 2.School of Civil Engineering,Central South University,Changsha 410075,China
  • Online:2026-07-15 Published:2026-08-24

摘要: 岩体爆破开挖极易造成炮孔附近围岩扰动,引发地下涌水和围岩坍塌。现有理论大多基于同心装药, 即认为药卷中心位于炮孔中心处。然而不耦合装药结构因重力作用致使药卷中心存在偏移,继续采用同心爆破理论 将与实际工况存在偏差。径向偏心不耦合装药结构采用同心装药理论分析往往造成岩体超挖、欠挖等现象出现,严 重时可能导致初支外围岩坍塌,存在重大安全隐患。在围岩爆破压碎和起裂过程中考虑径向压应力和环向拉应力的 共同作用,进而推导出偏心不耦合装药结构岩石裂隙的扩展范围,并采用现有理论和基于Johnson-Holmquist-Ⅱ (JH 2) 岩石材料本构模型所建立的单孔不耦合装药三维数值试验模型进行了对比分析验证。研究表明:本研究方法与现 有理论和数值仿真所得裂隙半径吻合良好,可以验证其有效性;偏心不耦合装药的裂隙偏心分布效应随药卷直径增 大而减小;应力偏心分布与裂隙偏心分布具有一致的变化趋势,但其主要存在于爆炸前期(即t≤400 μs),爆炸后期 (即t>400 μs)的应力偏心现象明显减弱。采用本研究方法可有效评估岩体爆破致裂的偏心分布范围,并为炮孔方案 设计提供理论指导。

关键词: 岩体爆破 , 偏心不耦合装药结构 , 裂隙范围 , 理论模型 , 数值模拟

Abstract: During rock mass blasting excavation,the surrounding rock near the blasthole is highly susceptible to disturb ances,leading to water inrush and surrounding rock collapse.Most existing theories are based on concentric charging,which as sumes that the explosive cartridge is centered within the blasthole.However,due to gravity,the decoupled charge structure often results in an offset of the cartridge center.Continuing to adopt the concentric blasting theory under such conditions deviates from actual engineering practice.The use of concentric charging theory for radially eccentric decoupled charge structures often leads to overbreak or underbreak of the rock mass,and in severe cases,may cause collapse of the peripheral rock mass of the primary support,posing significant safety hazards.Considering the combined effects of radial compressive stress and circumfer ential tensile stress during the crushing and cracking processes of the surrounding rock,the fracture propagation range of the rock mass under eccentric decoupled charging is derived.Furthermore,a comparative analysis and validation are conducted u sing existing theory and a three-dimensional numerical test model for single-hole decoupled blasting,established based on the Johnson-Holmquist-Ⅱ (JH-2) constitutive model for rock materials.The results show that the proposed method agrees well with existing theoretical and numerical simulation results for the fracture radius,thereby validating its effectiveness.The eccen tric fracture distribution effect of eccentric decoupled charging decreases as the cartridge diameter increases.The stress eccen tric distribution follows a trend consistent with that of the fracture eccentric distribution,but it is mainly observed in the early stage of blasting (t≤400 μs),while the stress eccentricity significantly diminishes in the later stage (t>400 μs).The pro posed method can effectively evaluate the eccentric distribution range of rock mass fracturing induced by blasting and provide theoretical guidance for the design of blasthole patterns.

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