首页 | 本学科首页   官方微博 | 高级检索  
     

非线性法向变形节理对弹性纵波传播的影响
引用本文:王卫华,李夕兵,左宇军.非线性法向变形节理对弹性纵波传播的影响[J].岩石力学与工程学报,2006,25(6):1218-1225.
作者姓名:王卫华  李夕兵  左宇军
作者单位:中南大学,资源与安全工程学院,湖南,长沙,410083
基金项目:教育部科学技术研究项目;国家自然科学基金
摘    要:从波的弹性位移出发,推导线性位移不连续模型,然后引入等效位移假设,建立节理非线性位移不连续模型。依据所建立的非线性模型,获得垂直入射纵波在非线性法向变形节理处传播的透射和反射系数的解析解。利用该解析解,研究节理初始刚度、节理闭合量与允许闭合量的比率以及入射波频率对节理透反射系数的影响,并与已有的数值计算结果进行比较,两者吻合很好。

关 键 词:岩石力学  纵波的传播  节理  非线性变形特性  非线性位移不连续模型
文章编号:1000-6915(2006)06-1218-08
收稿时间:2004-12-23
修稿时间:2004-12-232005-06-24

EFFECTS OF SINGLE JOINT WITH NONLINEAR NORMAL DEFORMATION ON P-WAVE PROPAGATION
WANG Weihua,LI Xibing,ZUO Yujun.EFFECTS OF SINGLE JOINT WITH NONLINEAR NORMAL DEFORMATION ON P-WAVE PROPAGATION[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(6):1218-1225.
Authors:WANG Weihua  LI Xibing  ZUO Yujun
Affiliation:School of Resources and Safety Engineering, Central South University, Changsha, Hunan 410083, China
Abstract:The linear displacement discontinuity model is derived from elastic displacement functions of wave, and then a nonlinear displacement discontinuity model is established by introducing the equivalent displacement hypothesis. Based on the established model, the analytic resolution of transmitted and reflected coefficients is obtained when the normal incident P-wave propagates to the nonlinear normal deformative joint. The effects of parameters such as initial joint stiffness, quantitative ratio of joint closure to allowable joint closure and incident frequency of wave on transmitted and reflected coefficients are investigated. By comparison with the published numerical results, it is found that the analytic results agree well with the numerical calculations.
Keywords:rock mechanics  P-wave propagation  joint  nonlinear deformation behavior  nonlinear displacement discontinuity model
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《岩石力学与工程学报》浏览原始摘要信息
点击此处可从《岩石力学与工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号