聚能水力光面爆破技术在弧形隧道开挖中的应用

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Guoqing Xu , Junmu Wang , Mengnan Shi , Jun Zeng , Hongtao Li , Qiang Yao , Gaoxiang Huang
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引用次数: 0

摘要

弧形隧道以其在结构稳定性、承载能力、流动动力学等方面的优势,广泛应用于水利、水电、公路建设、矿山等工程领域。然而,在复杂地质条件下的小断面弧形隧道中,采用常规光面爆破技术获得有效的爆破效果是非常困难的。本研究对聚能水力光面爆破技术在此类隧道中的适用性进行了评价。采用ANSYS/LS-DYNA软件,研究了不同装药场景下的岩体破坏机制,包括常规柱状装药爆破和聚能水力爆破的底部、中间和顶部装药。对比了水、气间隔装药条件下的孔壁压力和岩石破坏模式。在小断面弧形隧道中进行了现场试验,比较了聚能水压爆破与常规空气间隔装药的爆破效果。建立了聚能爆破峰值压力和解耦系数的经验公式。数值模拟结果表明,聚能爆破不仅诱导裂纹沿聚能方向扩展,而且促进裂纹沿爆孔轴线扩展。水压爆破显著提高了压力水平,延长了准静态作用的持续时间,从而有利于裂缝的准静态扩展。现场试验结果进一步验证了利用聚能爆破对裂缝的引导作用来布置半圆拱和拱肩的爆孔,可以减少圆拱的过开挖和欠开挖。综上所述,研究结果表明,聚能水力光面爆破技术可以有效提高隧道的开挖质量。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Application of shaped charge hydraulic smooth blasting technology in excavation of arc-shaped tunnel
Arc-shaped tunnels are widely used in engineering sectors such as water conservation, hydropower, highway construction, and mining owing to their advantages in structural stability, load-bearing capacity, and flow dynamics. However, attaining effective blasting outcomes in small-section arc-shaped tunnels under difficult geological conditions using conventional smooth blasting techniques is notably challenging. This study assessed the suitability of shaped charge hydraulic smooth blasting technology for such tunnels. Employing the ANSYS/LS-DYNA software, the rock mass failure mechanisms were investigated under diverse charging scenarios, including conventional cylindrical charge blasting and bottom, middle, and top charges in shaped charge hydraulic blasting. We also compared the hole wall pressure and rock failure modes under water and air interval charging. Field tests in small-section arc-shaped tunnels assessed the blasting effects of shaped charge water pressure blasting versus conventional air interval charging. An empirical formula for the peak pressure and decoupling coefficient under shaped charge blasting was established. Numerical simulations demonstrated that shaped charge blasting not only induces crack propagation in the direction of the shaped charge but also stimulates crack propagation along the axis of the blast hole. Water pressure blasting significantly increases the pressure level and extends the duration of the quasi-static action, thereby facilitating the quasi-static expansion of cracks. Field test results further verify that employing the guiding effect of shaped charge blasting on cracks for arranging blast holes in semi-circular arches and spandrels can reduce over-excavation and under-excavation at the circular arch. To summarize, the research observations indicate that shaped charge hydraulic smooth blasting technology can effectively enhance the excavation quality of tunnels.
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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