深部岩体水耦合爆破裂纹扩展数值模拟研究  被引量:11

Numerical Simulation Study of Crack Propagation in Deep Rock Mass Under Water-coupling Blasting

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作  者:金鹏 刘科伟[1] 李旭东 杨家彩[1] JIN Peng;LIU Kewei;LI Xudong;YANG Jiacai(School of Resources and Safety Engineering,Central South University,Changsha 410083,Hunan,China)

机构地区:[1]中南大学资源与安全工程学院,湖南长沙410083

出  处:《黄金科学技术》2021年第1期108-119,共12页Gold Science and Technology

基  金:湖南省自然科学基金项目“爆破荷载下应力波空间变化特性与结构响应机理研究”(编号:2018JJ3656)资助。

摘  要:为认识深部高地应力岩体水耦合爆破裂纹扩展过程及机理,选择试验验证的RHT本构,采用LS-DYNA对水耦合装药单孔在不同原位应力场下的岩体爆破裂纹扩展进行数值分析。模拟结果表明:水耦合的方法延长了爆炸作用时间,提高了岩体中爆炸应力峰值和PPV(质点振动速度峰值),增强了爆破致裂岩体的效果;原位应力在深部岩体水耦合爆破中起到增加岩体中应力和PPV的作用。研究表明:在不同的地应力条件下,均存在某一最优水不耦合系数,且最优不耦合系数随原位应力的增加而减小,水耦合时,在原位应力为0,10,20,30,40 MPa的条件下,最优不耦系数分别为5.00、3.30、2.63、1.56和1.25。High in-situ stress is one of the main properties of deep rock mass.As the depth of mining,tunnel excavation,etc.increases continuously,the high in-situ stress in deep rock mass represses the effect of watercoupling blasting.Therefore,how to apply the method of water-coupling blasting in breaking deep rock mass with an aim of whether inducing considerable fracture and fragmentation of rock or obtaining the optimal economic benefit has become an essential problem in the field of blasting engineering.In order to study the mechanism of crack propagation under water-coupling blasting in deep rock mass with high in-situ stress,based on the RHT material model verified by experimental results,a series of numerical models were built and the multi-core dynamic analysis finite element software LS-DYNA was applied to simulate the crack propagation of a single hole with a water-coupling charge under different in-situ stress conditions.Numerical models were built under condition that decoupling coefficients were set to 1.11 to 10,with in-situ stress of 0,10,20,30,40 and 50 MPa.The process of crack propagation under water-coupling blasting with high in-situ stress was first analyzed,and then the influence of in-situ stress on the water-coupled blasting was investigated.A comparison of the results of rock blasting with air and water was conducted.And the rock crack evolution with different water-coupled coefficients and different ground stresses was studied.According to the simulation,the watercoupling blasting under high in-situ stress generates three damage zones,i.e.the crushed zone,the nonlinear fracture zone and the radial crack propagation zone.The water-coupling method prolongs the time of explosion and increases the peak radial stress and PPV in rock mass,and it makes the effect of rock blasting better.In-situ stress plays a role in increasing stress and PPV of rock mass under water-coupled blasting in deep rock mass,and high in-situ stress significant inhibits the rock crack propagation in radial crack propagation zone

关 键 词:深部岩体 地应力 水耦合爆破 裂纹扩展 数值模拟 

分 类 号:TD235[矿业工程—矿井建设]

 

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