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含冰裂隙岩石动态冲击破坏特性研究

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在高寒地区富水岩石中含冰裂隙缺陷对岩体力学性能的改变会直接导致高寒地区爆破作业受到影响.通过对不同角度的含冰裂隙岩石进行SHPB冲击试验和数值模拟,研究含冰裂隙的角度对含冰裂隙红砂岩的动态力学特性影响,试验结果表明:试件的弹性模量不同,裂隙角度0°和90°下试件的弹性模量分别为最高和最低.随着荷载增加,试件的塑性变形速率受到裂隙角度的影响,表现为裂隙角度60°的试件最易发生破坏,在能量吸收方面表现最优.在达到峰值强度后,裂隙角度进一步决定了试件的破裂模式和能量释放方式,裂隙角度0°和90°的试件主要为拉应力作用下的脆性劈裂破坏,其他角度为拉应力和剪切应力造成的混合破坏.
Research on dynamic impact failure characteristics of rock with ice cracks
The change of mechanical properties of rock body by the defects of ice-containing fissures in water-rich rocks in alpine region will directly lead to the influence of blasting operation in alpine region.SHPB impact tests and numerical simulations were carried out on ice-fractured rocks at different angles to study the effect of the angle of ice-fracture on the dynamic mechanical properties of ice-fractured red sandstone,and the test results showed that the elastic modulus of the specimens was different,and the elastic modulus of the specimens at 0° and 90° fracture angles were the highest and the lowest,respectively.With the increase of load,the plastic deformation rate of the specimens was affected by the cleavage angle,which showed that the specimens with 60° cleavage angle were the most susceptible to damage and had the best performance in terms of energy absorption.After reaching the peak strength,the cleavage angle further determines the rupture mode and energy release mode of the specimens,and the specimens with 0° and 90°cleavage angles are mainly brittle splitting damage under tensile stress,while the other angles are mixed damage caused by tensile and shear stress.

ice-filled rock fractureSHPBnumerical simulationenergy dissipationcrack propagation

申卫峰、李萍丰、谢守冬、秦涛、徐振洋、王雪松

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宏大爆破工程集团有限责任公司,广州 510623

非煤露天矿山安全智能开采国家矿山安全监察局重点实验室,广州 526530

辽宁科技大学矿业工程学院,辽宁鞍山 114051

辽宁省金属矿产资源绿色开采工程研究中心,辽宁鞍山 114051

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含冰裂隙 SHPB 数值模拟 能量耗散 裂纹扩展

2024

工程爆破
中国工程爆破协会

工程爆破

CSTPCD北大核心
影响因子:0.848
ISSN:1006-7051
年,卷(期):2024.30(6)