不同掏槽孔角度下隧道楔形掏槽爆破效果研究

Study on the Blasting Effect of Tunnel Wedge Cut under Different Cut Hole Angles

  • 摘要: 掏槽孔角度是影响楔形掏槽爆破效果的关键参数,为确定最优掏槽孔角度,提升掏槽成腔效果及隧道掘进效率,以云南鲁巧高速共和村隧道为工程背景,首先对爆破开挖区域采集的岩样进行力学参数测试,进而采用光滑粒子流体动力学方法(SPH法)对不同掏槽孔角度爆破方案进行数值模拟,并通过现场试验进行验证。研究结果表明: 当掏槽孔角度由55°增大至75°时,槽腔内整体有效应力显著提升,涨幅高达108%;同时,孔口处围岩损伤范围由0.2 m增大到0.9 m。最大抛掷速度呈现先降低后升高的趋势,由掏槽孔角度为55°时的43.6 m/s,降至65°时的36.3 m/s,再回升至75°时的43.1 m/s,同时抛掷距离也相应变化。故掏槽孔角度的增大使得有效应力及围岩损伤范围明显增大,当掏槽孔角度为65°时掏槽效果最优。现场试验结果与数值模拟结果吻合度较高,验证了数值模拟计算的有效性。

     

    Abstract: The cut hole angle is a key parameter influencing the blasting effect of wedge-shaped cuts. To determine the optimal cut hole angle and improve the cavity formation and tunnel excavation efficiency, this study takes the Gonghecun Tunnel on the Ludian-Qiaojia Expressway in Yunnan as the engineering background. Mechanical tests were first conducted on rock samples collected from the blasting area. Then, numerical simulations of different cut hole angles were carried out using the Smoothed Particle Hydrodynamics (SPH) method, and the results were verified through field tests. The results indicate that as the cut hole angle increases from 55° to 75°, the effective stress within the cavity significantly increases by up to 108%. Simultaneously, the damage zone around the hole opening expands from 0.2 m to 0.9 m. The maximum ejection velocity first decreases and then increases: from 43.6 m/s at55°, it drops to 36.3 m/s at 65°, then rises to 43.1 m/s at 75°, with corresponding variations in ejection distance.Therefore, a larger cut hole angle enhances both effective stress and the surrounding rock damage zone. Among the tested angles, 65° yields the best cavity formation effect. Field tests showed good agreement with the simulation results, verifying the effectiveness of the numerical model.

     

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