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高地应力对掏槽爆破及爆破应力波影响规律的研究
引用本文:李新平,宋凯文,罗忆,黄俊红,周吉学,顿文昊.高地应力对掏槽爆破及爆破应力波影响规律的研究[J].爆破,2019,36(2):13-18,53.
作者姓名:李新平  宋凯文  罗忆  黄俊红  周吉学  顿文昊
作者单位:武汉理工大学 道路桥梁与结构工程湖北省重点实验室,武汉,430070;武汉理工大学 土木工程与建筑学院,武汉,430070;武汉理工大学 土木工程与建筑学院,武汉 430070;中铁二十局集团有限公司,西安 710016;武汉理工大学 土木工程与建筑学院,武汉 430070;湖北美术学院 环境艺术设计系,武汉 430060
摘    要:为了研究爆破开挖中高地应力对加卸载波的影响规律,在理论分析一维地应力下的应力波传播模型之后,借助有限元软件LS-DYNA利用隐-显式连续算法和流固耦合算法,对不同地应力水平下的掏槽爆破开挖进行了数值模拟计算。研究表明:初始地应力的加制作用对掏槽爆破有明显的抑制作用,在爆破设计时需充分考虑地应力的影响;初始地应力的大小,尤其是垂直于应力波传播方向的地应力大小对爆破应力波的产生和传播均有一定的影响。

关 键 词:深部岩体  掏槽爆破  高地应力  应力波

Study on Influence of High In-situ Stress on Cut Blasting and Blast Waves
LI Xin-ping,SONG Kai-wen,LUO Yi,HUANG Jun-hong,ZHOU Ji-xue,DUN Wen-hao.Study on Influence of High In-situ Stress on Cut Blasting and Blast Waves[J].Blasting,2019,36(2):13-18,53.
Authors:LI Xin-ping  SONG Kai-wen  LUO Yi  HUANG Jun-hong  ZHOU Ji-xue  DUN Wen-hao
Affiliation:(Hubei Key Laboratory of Roadway Bridge & Structure Engineering, Wuhan University of Technology, Wuhan 430070,China;School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070,China;China Railway 20 Bureau Group Co Ltd,Xi'an 710016,China;Department of Environmental Art Design,Hubei Institute of Fine Arts, Wuhan 430060,China)
Abstract:In order to study the loading and unloading waves behavior influenced by medium and high ground stress during blasting excavation, the finite-element software LS-DYNA was used to analyze the stress wave propagation under one-dimensional in-situ stress using implicit-explicit continuous algorithm and fluid-solid coupling algorithm. Numerical simulation calculations were carried out on excavation of cut blasting under different ground stress levels. The study show that the addition of the initial ground stress significantly suppresses the cut blasting. In the blasting design, the influence of the ground stress should be fully considered. The magnitude of the initial ground stress has a certain influence on the generation and propagation of blasting stress waves, especially the stress in the direction perpendicular to the propagation direction of the stress wave.
Keywords:deep rock mass  cut blasting  high in-situ stress  stress wave
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