Main issues and solutions in intelligent hole-position design for tunnel blasting

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Haojun Wu, Min Gong, Zhenyang Cao, Xiaodong Wu
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Abstract

This study proposed an intelligent hole-position planning method for tunnel blasting to address challenges such as inconsistent hole layout rules and the lack of mathematical methods to coordinate uneven hole positions. This method considered the initiation sequence and rock-breaking direction. A hole layout rule is established based on the burden uniformity. The impact of several design factors on the hole-position distribution is explored. By using intelligent algorithms, the hole positions are adaptively adjusted in double faces to ensure even distribution. The hole-positions planning was implemented in a section of the Dabashan tunnel, which has a width of 12.2 m and a height of 8.7 m. The burdens are all 953 mm at the hole bottom and 801 mm at the charge-column top for the relief holes on both sides of the cut zone. The row spacing between contour-hole entrances is 67 % of the average row spacing between relief-hole entrances. The study shows that the design advance and cut angle significantly affect the average and standard deviation of row spacing between relief-hole entrances. Different zones require distinct design priorities for hole layout. The proposed hole layout scheme satisfies multiple objectives, including uniform burdens, non-excessive burdens, and minimizing the number of holes. This advancement promoted the development of underground blasting towards accuracy, greenness, and intelligence.
隧道爆破智能孔位设计中的主要问题及解决方法
针对隧道爆破孔位布置规则不一致、孔位不均匀缺乏数学方法协调等问题,提出了一种智能孔位规划方法。该方法考虑了起裂顺序和破岩方向。建立了基于料体均匀性的孔布置规则。探讨了几种设计因素对孔位分布的影响。采用智能算法自适应调整双端面孔位,保证孔位分布均匀。在大巴山隧道宽12.2 m、高8.7 m的一段进行了孔位规划。切区两侧的卸压孔底部卸压均为953 mm,装药柱顶部卸压均为801 mm。等高线孔入口之间的排距为减压孔入口平均排距的67%。研究表明,设计超前和切角对卸压孔入口排距平均值和标准差有显著影响。不同的区域需要不同的孔布局设计优先级。提出的孔布置方案满足负荷均匀、负荷不过重、孔数最少等多个目标。这一进步促进了地下爆破向精确、绿色、智能化方向发展。
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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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