节点文献

节理单元在岩体稳定性分析中的应用

Application of Joint Element in the Stability Analysis of Rock Mass

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【作者】 林发荣万玲石星邓涛

【Author】 LIN Fa-rong~(1,2),WAN Ling~(1,2),SHI Xing~1,DENG Tao~1(1.College of Resources and Environmental Science,Chongqing University;2.Key Laboratory for the Exploitation of Southwest Resources & Environmental DisasterControl Engineering Under the State Ministry of Education,Chongqing University, Chongqing 400030,China)

【机构】 重庆大学资源及环境科学学院重庆大学资源及环境科学学院 重庆400030重庆大学西南资源开发及环境灾害控制工程教育部重点实验室重庆400030

【摘要】 根据平面节理单元的各种类型的实用范围和各自的优缺点,系统介绍了平面节理单元的基本原理.给出了运用不同的节理单元对岩体中不同的不连续面进行模拟分析的实例,分析的结果表明只要确定了材料的本构模型,采用比较特殊的单元类型,仍然可以按照有限元的基本思想和步骤来对岩石类材料进行数值模拟,并可以取得较为满意的结果.

【Abstract】 According to the strongpoint and shortcoming of all kinds of plane joint elements and theirs applicable range,the basic theories of plane joint elements were introduced in brief.An example which utilized different plane joint elements to simulate the different sorts of discontinuity interface in rock mass was given,and the analysis result indicates that if only the constitutive model of a material is confirmed,and some special element types are adopted,with the basic principle and approach of the finite element to simulate rock materials,a more satisfactory result can be obtained.

【基金】 重庆市自然科学基金项目资助(CSTC,2004BB0060)
  • 【文献出处】 重庆大学学报(自然科学版) ,Journal of Chongqing University(Natural Science Edition) , 编辑部邮箱 ,2006年05期
  • 【分类号】TU452
  • 【被引频次】6
  • 【下载频次】348
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