岩体结构面几何性质参数的计算方法与应用研究
DOI:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

TU452

基金项目:

教育部重点项目资助(10684);973计划项目资助(2006CB202210);江苏省青蓝工程资助;江苏省自然基金重点项目资助(BK2007701)


A Calculation Method of Geometrical Parameters of Rock Discontinuities and Its Application
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    结构面的几何性质参数是模拟结构面网络和获得符合实际的力学性质参数的基础,提出了在局部坐标中,通过简单的测量结构面迹线与设定坐标轴的夹角,利用设定的总体坐标系和局部坐标系的转换关系,把三维问题转化为平面问题,再反算结构面的倾向和倾角;总结了结构面间距求解方法和广义H-H迹长估计方法及其二维假定下岩体结构面连通率的计算方法;并通过工程实践证明了该法使用简单,应用合理,有较高的实用价值。

    Abstract:

    The geometrical parameters of rock discontinuities are a foundation for simulating network of rock discontinuities and obtaining rock’s mechanical property parameters which are in accord with reality.This paper puts forward a calculating method that could obtain rock discontinuities’ dip direction and angle through inversion,in which method,firstly,the angle between rock discontinuities’ trace and the set coordinate axis in local coordinate system can be got through simple measurement,then the situation of rock discontinuities are transformed into two-dimensional problems from three-dimensional problems through the transition matrix of local and global coordinate system,finally,the rock discontinuities’ dip direction and angle can be gave by back-calculation.The generalized H-H method for trace length estimation,joint interval counting method and calculating method for connectivity rate of rock discontinuities under two-dimensional assume are introduced.Practice has shown this method is simple in use,reasonable in application,so has good practical value.

    参考文献
    相似文献
    引证文献
引用本文

高峰,王连国.岩体结构面几何性质参数的计算方法与应用研究[J].矿业研究与开发,2009,(3):5-8

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2012-06-18
  • 出版日期: