Abstract:Research purposes: To reduce the influence of blasting activities on the tunnel environment, reducing the concentration of dust generated during blasting, while enhancing the blasting effect on the excavation area, the energy-gathering hydraulic blasting is often used. This paper simulates and verifies the gradual evolution process of the elliptical bipolar linear energy-gathering hydraulic blasting through numerical simulation and field engineering experiments in Jinjing railway tunnel, and analyzes the action mechanism and damage evolution process of energy-gathering hydraulic blasting. Research conclusions: (1) The development of cracks near the borehole has a certain tendency under the energy-gathering hydraulic blasting, enhancing the crack propagation in the energy gathering direction while restraining the development of cracks in other directions. It can enhance the blasting effect in the borehole by adding water. (2) By comparing hydraulic blasting three forms energy-gathering structure, the damage caused by the upper hydraulic energy-gathering blasting structure is mainly concentrated near the borehole, and the lower hydraulic energy-gathering blasting structure causes great damage to the hole bottom. And the damage area produced by the two-way hydraulic energy-gathering blasting structure is uniform, the falling stones have a higher degree of crushing, and the water medium can reconcile and neutralize the dust generated during the blasting process. (3) According to the above, the best blasting effect can be achieved by the construction of two-way hydraulic energy-gathering hydraulic control blasting of tunnel construction.
王廷武,刘清泉,杨永琦,等.地面与地下工程控制爆破[M].北京:煤炭工业出版社,1990.Wang Tingwu, Liu Qingquan, Yang Yongqi, etc.Ground and Underground Engineering Controlled Blasting[M].Beijing: Coal Industry Press,1990.
[2]
Foster C L N. A Treatise on Ore and Stone Mining[M]. C. Griffin, Limited, 1905.
[3]
Bhandari S S, Rathore S S. Development of Macro-Crack by Blasting While Protecting Damages to Remaining Rock[C]//The Proceedings of 7th International Symposium on Rock Fragmentation by Blasting. Beijing:2002:176 -181.
[4]
王树仁,魏有志.岩石爆破中断裂控制的研究[J].中国矿业学院学报,1985(3):118-125.Wang Shuren, Wei Youzhi. Fracture Control in Rock Blasting[J].Journal of China University of Mining & Technology,1985(3):118-125.
[5]
秦健飞,秦如霞,李必红.双聚能槽药柱的研究与应用[J].工程爆破,2009(3):70-74.Qin Jianfei, Qin Ruxia, Li Bihong. Study and Application of Elliptical Bipolar Linear Shaped Charge[J].Engineering Blasting, 2009(3):70-74.
[6]
李必红,崔伟峰,李是良,等.椭圆双极线性聚能药柱不耦合系数试验研究及数值模拟[J].爆破,2013(2):54-58.Li Bihong, Cui Weifeng, Li Shiliang, etc. Experimental Investigation and Numerical Simulation of Decouple Coefficient of Elliptic Bipolar Linear Shaped Charge[J]. Blasting, 2013(2):54-58.
[7]
刘永胜,傅洪贤,王梦恕,等.水耦合定向断裂装药结构试验及机理分析[J].北京交通大学学报, 2009(1):109-112.Liu Yongsheng, Fu Hongxian, Wang Mengshu,etc. Experimental Research and Analysis of Mechanics on Water- Coupling Directional Fractural Charge[J]. Journal of Beijing Jiaotong University,2009(1):109-112.
[8]
刘江超,高文学,王林台,等.水封爆破装药结构优化数值分析及其应用[J].振动与冲击,2020(9):57-62.Liu Jiangchao, Gao Wenxue, Wang Lintai, etc. Numerical Analysis on the Charge Structure Optimization under Hydraulic Blasting and Its Application[J]. Journal of Vibration and Shock,2020(9):57-62.