爆破2024,Vol.41Issue(1) :21-26,66.DOI:10.3963/j.issn.1001-487X.2024.01.004

含双垂直缺陷岩体爆生裂纹扩展行为试验研究

Experimental Study on Propagation Behavior of Blast-induced Crack in Rock Mass with Double Vertical Defects

刘钊 张树辉 臧小静
爆破2024,Vol.41Issue(1) :21-26,66.DOI:10.3963/j.issn.1001-487X.2024.01.004

含双垂直缺陷岩体爆生裂纹扩展行为试验研究

Experimental Study on Propagation Behavior of Blast-induced Crack in Rock Mass with Double Vertical Defects

刘钊 1张树辉 2臧小静1
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作者信息

  • 1. 黄河交通学院 交通工程学院,焦作 454950
  • 2. 中冶建筑研究总院有限公司,北京 100088
  • 折叠

摘要

为探究在爆炸载荷作用下含两条垂直预制缺陷岩体的爆生裂纹扩展行为,采用数字激光焦散线方法开展了一系列双垂直裂隙模型爆破实验,展现了爆生裂纹演化过程,揭示了单孔装药量对含缺陷岩体裂纹扩展行为(裂纹扩展长度、应力强度因子、扩展速度和起裂时间等)的影响规律.研究结果表明:随着单孔装药量增加,双垂直裂隙端部的裂纹扩展长度、裂纹扩展速度、裂纹起裂韧度和应力强度因子均呈增加趋势.对于裂纹Ju,单孔的药量对裂纹扩展速度影响较小,并且裂纹扩展极限速度约为横波速度的0.38倍;对于迎爆端裂纹Dl和背爆端裂纹Dr,随着单孔药量的增加,裂纹Dl和Dr的起裂时间减小,但裂纹D,和裂纹Dr的峰值应力强度因子增大.相比于裂纹Dl,裂纹D,的应力强度因子和扩展长度增加显著.当爆炸应力波作用于缺陷B两端部的能量足以使两侧裂纹扩展时,裂纹Dl比裂纹Dr先起裂.单孔药量的增加能够增大裂纹D,的扩展速度,但是对裂纹Dl扩展速度影响较小.研究结果可为含缺陷岩体在爆破荷载作用下的断裂行为提供实验参考,有助于含缺陷岩体爆破安全设计工作.

Abstract

In order to explore the blast-induced crack propagation behavior in rock mass with two vertical prefab-ricated defects,a series of blasting experiments of models with double vertical cracks were carried out based on digit-al laser caustics.The evolution process of blast-induced crack is shown and the effect of single-hole charge on the crack propagation behavior(crack propagation length,stress intensity factor,propagation velocity,and initiation time,et al)in rock mass with defects was explored.The results show that the crack propagation length,propagation veloci-ty,crack initiation toughness and stress intensity factor at the end of the double vertical cracks increase with the in-crease of single-hole charge.For crack Ju,the effect of single-hole charge on crack propagation velocity is small,and the limit velocity of crack propagation is about 0.38 times of the shear wave velocity.For cracks D,and Dr,the initia-tion time decreases,but the peak stress intensity factor increases with the increase of single hole charge.Besides,the stress intensity factor and propagation length of crack Dr increases significantly compared with crack Dl.The crack D starts to crack earlier than the crack Dr when the energy of the blasting stress wave acting on both ends of defect B is enough to cause the crack to propagate on both sides.The increase of charge in a single hole can increase the propa-gation velocity of crack Dr,but has little effect on the propagation velocity of crack Dl.

关键词

焦散线/缺陷岩体/爆破/装药量/裂纹扩展

Key words

caustic/defective rock mass/blasting,charge quantity/crack propagation

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基金项目

国家自然科学基金(52064025)

出版年

2024
爆破
湖北省爆破学会 武汉理工大学

爆破

CSTPCDCSCD北大核心
影响因子:1.052
ISSN:1001-487X
参考文献量30
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