Analysis on the Influence Factors of Directional Controlled Blasting Assisted by Water Jet

SU Dengfeng
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引用次数: 2

Abstract

Directional expansion of blast-induced crack is always the common purpose for directional controlled blasting. As it has been demonstrated that slot which located at the side of blasthole can function as a guidance for blast energy, let the stress concentration at the direction of water jet slot. Therefore, it is meaningful to investigate the influence factors of directional controlled blasting with water jet assistance. In this paper, the influence on the guiding characteristics of the water jet slot during the propagation of blast-induced crack by the change of length-width of slot was simulated by ANSYS/LS-DYNA. The results indicate that if the distance from blasthole exceeds the limit, the influence on the guiding characteristics by the change length-width of the slot will get smaller and smaller, and when the width of water jet slot remains the same, the stress shows a monotonic increasing trend with the increase of the length of water jet slot, and the stress reaches its maximum value when the length-width of water jet slot is 0.075m×0.0070m. Moreover, based on stress wave theory and rock fracture theory, the influential mechanism for both the law of transmission of stress wave and of crack propagation by natural fracture and water jet slot were analyzed. The criteria for blast-induced crack propagation were established.
水射流辅助定向控制爆破影响因素分析
爆致裂纹的定向扩展一直是定向控制爆破的共同目的。研究表明,位于炮眼侧面的狭缝可以起到引导爆破能量的作用,使应力集中在水射流狭缝方向。因此,研究水射流辅助定向控制爆破的影响因素具有重要意义。本文采用ANSYS/LS-DYNA软件,模拟了水射流槽长宽变化对爆生裂纹扩展过程中水射流槽导向特性的影响。结果表明:当距离炮眼超过一定距离时,射流槽长宽变化对导向特性的影响会越来越小,当射流槽宽度一定时,应力随射流槽长增加呈单调增加趋势,当射流槽长宽为0.075m×0.0070m时,应力达到最大值。基于应力波理论和岩石破裂理论,分析了应力波传播规律和天然裂缝和水射流槽对裂缝扩展的影响机理。建立了爆致裂纹扩展准则。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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