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中低围压花岗岩细观破坏机制的数值模拟

Numerical Simulation on Granite Failure Mechanism at Meso-Level Under Moderate or Low Confining Pressure

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【作者】 于庆磊杨天鸿刘洪磊唐春安

【Author】 YU Qing-lei1,YANG Tian-hong1,LIU Hong-lei1,TANG Chun-an2(1.School of Resources & Civil Engineering,Northeastern University,Shenyang 110004,China;2.School of Civil & Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China.)

【机构】 东北大学资源与土木工程学院大连理工大学土木水利学院

【摘要】 采用数字图像处理技术表征花岗岩的细观结构,利用基于数字图像的岩石破裂过程分析系统(RFPA-DIP)建立反映花岗岩内部矿物颗粒分布的数值模型,进行花岗岩压缩数值试验,分析花岗岩压缩荷载作用下破坏机理.研究结果表明,花岗岩非均匀的细观结构起着使试件内部产生了拉应力区的作用;单轴压缩荷载作用下,试件在细观层次上以拉伸破坏为主;中低围压条件下,试件表现为张拉破坏和剪切破坏相互耦合的破坏方式,而且破坏机制随围压的增大是不断变化的,剪切破坏逐渐成为主控破坏方式.

【Abstract】 Digital image processing technologies were applied to characterizing the heterogeneity of granite so as to incorporate it into rock failure process analysis code based on digital image processing,i.e.,RFPA-DIP,and a numerical model of granite was thus developed.The compression tests were carried out numerically to investigate granite failure mechanism at meso-level.The results show that the heterogeneity of rock results in the appearance of tensile stress zones.Under the condition of uniaxial compressive stress,the failure mechanism of granite at meso-level is mainly tensile failure,but under moderate or low confining pressures it is in tensile-shear coupled failure modes.The failure mechanism changes with increasing confining pressure,and shear failure mode gradually comes to mainly controlled mode.

【基金】 国家重点基础研究发展规划项目(2007CB209405);国家自然科学基金资助项目(506740255087402410872046);教育部重点科技项目(107033);教育部高等学校博士学科点专项科研基金资助项目(200801450003)
  • 【文献出处】 东北大学学报(自然科学版) ,Journal of Northeastern University(Natural Science) , 编辑部邮箱 ,2009年07期
  • 【分类号】TU45
  • 【被引频次】6
  • 【下载频次】393
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