节点文献
层状边坡渐进破裂与失稳过程数值模拟探讨
Numerical Simulation Approach to Progressive Fracture and Instability of Stratiform Slope
【摘要】 运用岩石破裂与失稳过程分析RFPA2D系统 ,以含层理弱层边坡的渐进破裂与失稳分析为例 ,通过对边坡渐进破裂与失稳发生孕育机制及其锚固控制规律的数值模拟 ,数值模拟再现了含层理弱层和锚固边坡渐进破坏与失稳的发生、发展过程。模拟结果表明 ,复杂结构边坡的渐进破坏与失稳现象是一些简单机理的演化结果
【Abstract】 With a newly developed numerical process, Rock Failure Process Analysis (RFPA 2D ), some numerical simulations of brittle coal and rock failure, including coal or rock containing gas, have been done to demonstrate the possibility to adopt numerical method for the coal strata movement, AE behavior and outburst mechanism of coal or rock containing gas. It is shown that the RFPA method is very promising to be used as tool to study the outburst mechanism of coal or rock containing gas.
【关键词】 层状边坡;
层理弱层;
失稳;
断裂破坏;
数值模拟;
【Key words】 stratiform sloe; soft sheaf; instability; fracture and failure; numerical simulation;
【Key words】 stratiform sloe; soft sheaf; instability; fracture and failure; numerical simulation;
【基金】 湖南省自然科学基金 (0 1JJY2 0 4 1);湖南省教育厅重点项目 (0 1A0 19);中国博士后科学基金资助项目
- 【文献出处】 长沙交通学院学报 ,Journal of Changsha Communications University , 编辑部邮箱 ,2002年03期
- 【分类号】TU457
- 【被引频次】31
- 【下载频次】337