邯郸市区场地土剪切波速与埋深相关性分析
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:


Correlation analysis between shear wave velocity and depth of soil in Handan city
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:

    收集了邯郸市区34个场地66个钻孔剪切波速资料,按土类别对所有剪切波速进行统计整理。经对比分析表明,邯郸市区土层剪切波速与深度之间砂性土、粉土及粉质粘土宜采用多项式进行拟合;而粘土、卵石用幂函数拟合优于线性和多项式拟合。对邯郸市土工抗震工程中剪切波速的求取与应用具有重要的指导意义。

    Abstract:

    The shear wave velocity dates of 66 boreholes in 34 sites have been collected in Handan city,and all the shear wave velocities have been statistical sorted.Then three types of relationships and the corresponding parameters of each kind of soil were obtained.By contrast,the result show that polynomial fitting method is better than both the linear fitting method and exponential fitting method between shear wave velocities and soil depths for sandy soil,silty soil and silty clay in Handan city; but exponential fitting method is better than the two other fitting method for clay and gravel.It has important directive significance to get and apply shear wave velocity in geotechnical earthquake engineering in Handan.

    参考文献
    相似文献
    引证文献
引用本文

王帮圆,李世峰,王帮团,齐朝华.邯郸市区场地土剪切波速与埋深相关性分析[J].河北工程大学自然版,2013,30(3):92-95

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:2013-05-08
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2015-01-12
  • 出版日期:
文章二维码