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花岗岩冲击剪切力学行为的试验及数值模拟研究

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为探究动态剪切荷载作用下岩石的力学特性,采用冲击直剪方法,对立方体花岗岩试样进行了不同正应力和冲击速度条件下的动态剪切试验.分析了花岗岩的冲击剪切变形演化过程,讨论了正应力和冲击速度对花岗岩剪切变形和破坏模式的影响.然后,采用颗粒流程序模拟了花岗岩的冲击直剪试验,从细观角度探讨了花岗岩剪切变形破坏的演化机制.结果表明,冲击剪切荷载作用下,试样剪切变形过程中正应力持续变化,剪应力峰值对应的正应力可达到初始值的数倍.得到了回弹型和断裂型两类剪应力-剪切位移曲线,随着初始正应力的增大,峰值剪应力增大,峰值剪切位移和最大剪切位移减小;随着冲击速度的增大,峰值剪应力和最大剪切位移均增大.花岗岩的断裂包含主断裂面和多条翼裂纹,随正应力和冲击速度的增大,花岗岩的轮廓由起伏变得平直,断裂面由粗糙变得平坦,这与断裂后的摩擦滑移有关.花岗岩试样的起裂源于内部,并沿剪切方向扩展至试样边界,起裂方向与剪切面的夹角与接触力集中区的倾角一致.该研究可为岩石的动态剪切力学参数测试提供新的方法参考,也有助于揭示岩石冲击剪切断裂的动力诱灾机制.
Experimental and numerical study on mechanical behaviors of granite subjected to impact shear force
To investigate the mechanical properties of rocks under dynamic shear load,experiments were conducted on cubic granite specimens under different normal stresses and impact velocities using the impact-induced direct shear method.The dynamic shear deformation evolution process of granite was analyzed,and the effects of normal stress and impact velocity on shear deformation and failure patterns of granite were discussed.Subsequently,the impact-induced direct shear experiments of granite were simulated using particle flow code.The evolution mechanism of shear deformation and damage was further explored from a microscopic perspective.The results show that the normal stress varies continuously during the shear deformation of the specimen,and the normal stress corresponding to the peak shear stress can reach several times the initial value.Two types of shear stress-shear displacement curves,rebound-type and fracture-type,were obtained.With an increase in initial normal stress,the peak shear stress increases while the peak shear displacement and maximum shear displacement decrease;with an increase in impact velocity,both peak shear stress and maximum shear displacement increase.Fractures in granite specimens contain a main fracture and multiple wing cracks.As normal stress and impact velocity increase,the main fracture profile becomes flat from wavy,and the fracture surface becomes smooth from rough,possibly due to frictional slip.The initiation fracture of granite specimens originates from the interior and then extends to the boundary along the shear direction.The direction of fracture initiation is oblique to the shear direction,consistent with the inclination of the contact force concentration zone.The experimental method used in this study provides a reference for testing dynamic shear mechanical properties,and the findings can help reveal the mechanism of dynamic engineering disasters induced by shear fracture of rocks.

dynamic sheargraniteimpact-induced direct shear experimentparticle flow codeshear fracture

袁伟、李建春、李星

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东南大学土木工程学院,江苏南京 211189

东南大学未来地下空间研究院,江苏南京 211189

动态剪切 花岗岩 冲击直剪试验 颗粒流 剪切断裂

国家自然科学基金国家自然科学基金江苏省"双创团队"项目

4222010400742377160JSSCTD202140

2024

岩土力学
中国科学院武汉岩土力学研究所

岩土力学

CSTPCD北大核心
影响因子:1.614
ISSN:1000-7598
年,卷(期):2024.45(6)