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隧道建设(中英文) ›› 2026, Vol. 46 ›› Issue (9): 1934-1949.DOI: 10.3973/j.issn.2096-4498.2026.09.009

• 研究与探索 • 上一篇    下一篇

混装炸药偏心装药隧道光面爆破孔壁压力计算方法与损伤机理

李腾飞1, 2, 李宏兵2, 周子龙1, *, 杨志龙1, 张程娇2, 冷振东1, 2, 田水龙2   

  1. (1. 中南大学资源与安全工程学院, 湖南 长沙 410083; 2. 易普力股份有限公司, 湖南 长沙 410221)
  • 出版日期:2026-09-20 发布日期:2026-09-20
  • 作者简介:李腾飞(1997—),男,湖南长沙人,2025年毕业于武汉科技大学,系统科学专业,博士,现从事控制爆破研究工作。E-mail: blasting_ltf@wust.edu.cn。 *通信作者: 周子龙, E-mail: zlzhou@csu.edu.cn。

Borehole-Wall Pressure Calculation and Damage Mechanism of Tunnel Smooth Blasting Using Bulk Explosives With Eccentric Charging

LI Tengfei1, 2, LI Hongbing2, ZHOU Zilong1, *, YANG Zhilong1, ZHANG Chengjiao2, LENG Zhendong1, 2, TIAN Shuilong2   

  1. (1. School of Resources and Safety Engineering, Central South University, Changsha 410083, Hunan, China; 2. Explosive Co., Ltd., Changsha 410221, Hunan, China)
  • Online:2026-09-20 Published:2026-09-20

摘要: 隧道光面爆破的核心目标是形成整齐轮廓并尽量减小围岩扰动。为揭示混装炸药在水平孔内孔壁载荷的非对称分布规律及其对定向破岩与轮廓侧损伤控制的作用机制,建立相应的理论计算与参数优化方法,针对现场混装炸药在水平光面孔内受重力影响下呈“下部耦合装药、上部不耦合装药”的真实装药形态,提出弓形不耦合装药(arc-shaped decoupled charge,ADC)概念,建立其几何参数体系与不耦合系数新定义,并将孔壁载荷划分为耦合侧与不耦合侧分别建模: 耦合侧采用阻抗匹配孔壁压力表达,不耦合侧基于爆轰产物等熵膨胀与波阵面传播规律推导出峰值压力分布计算方法,揭示孔壁压力在非装药侧呈左右对称的非线性衰减特征; 进一步采用 LS-DYNA 流固耦合数值方法,对同心不耦合装药(decoupled charge,DC)、传统偏心不耦合装药(eccentric decoupled charging, EDC)与ADC结构进行对比验证,得出理论孔壁压力分布与仿真结果一致,ADC结构在相同装药量下可产生更强的定向破岩与更高的能量利用率; 在保证相当破碎效果的前提下,通过增大装药系数可显著降低装药量(典型工况下可降低49.88%~69.44%),并实现“开挖侧强破碎、轮廓侧弱损伤”的需求。多孔联合作用表明,光面孔连线与水平面夹角β变化对裂缝贯通与保护侧损伤厚度影响显著,需结合拱部位置对装药系数进行微调。高海拔硬岩隧道现场应用验证了ADC结构的工程可行性与光面成型潜力。

关键词: 隧道, 光面爆破, 混装炸药, 弓形不耦合装药, 偏心装药, 孔壁压力, 损伤分布

Abstract: The primary objective of tunnel smooth blasting is to create a neat excavation contour while minimizing disturbance to the surrounding rock. This study explores the asymmetric distribution of borehole-wall loading caused by bulk explosives in horizontal boreholes and the mechanisms governing directional rock breakage and damage control on the contour side. Corresponding theoretical calculations and parameter optimization methods are established accordingly. When bulk explosives are loaded into horizontal perimeter holes, gravity causes a charge configuration characterized as “coupled at the bottom and decoupled at the top”. To represent this configuration, the concept of an arcshaped decoupled charge (ADC) is proposed. A geometric parameter system is defined alongside a revised decoupling coefficient. The borehole-wall loading is divided into coupled and decoupled segments for separate modeling. For the coupled segment, the borehole-wall pressure is calculated using an impedance-matching formulation. For the decoupled segment, a method to calculate peak-pressure distribution is developed based on the isentropic expansion of detonation products and wavefront propagation, which reveals a left-right symmetric and nonlinear attenuation of borehole-wall pressure on the uncharged side. A fluid-structure interaction numerical framework in LS-DYNA is utilized to validate the performance of concentric decoupled charging, conventional eccentric decoupled charging, and ADC. The theoretical pressure distributions agree well with the numerical results. Under the same explosive mass, ADC delivers stronger directional rock breakage and enhances energy-utilization efficiency. By increasing the charge coefficient while maintaining a comparable fragmentation effect, the required charge mass can be substantially reduced (by approximately 49.88%-69.44% under typical conditions), thereby achieving the smooth-blasting requirement of “strong breakage on the excavation side and limited damage on the contour side”. Multihole interaction analyses reveal that the inclination angle β between the perimeter-hole line and the horizontal plane substantially affects crack coalescence and damage thickness on the contour side. Thus, the charge coefficient should be adjusted in conjunction with the coupling position. Finally, field applications in a high-altitude hard-rock tunnel demonstrate the engineering feasibility of the ADC technique and its potential for producing high-quality smooth-blasting contours.

Key words: tunnel, smooth blasting, bulk explosives, arc-shaped decoupled charging, eccentric charging, borehole-wall pressure, damage distribution