稳定砂土基层静力学指标与动弹性模量相关性
中图分类号:

TU441.4

基金项目:

河北省交通厅“九五”行业联合科技攻关项目


Study on the Relationship between Static Parameter and Dynamic Elastic Module of Stabilized Sandsoil Base
  • 摘要
  • | |
  • 访问统计
  • | |
  • 相似文献 [20]
  • | | |
  • 文章评论
    摘要:

    对唐港高速公路沿线粉质低液限砂土、粉砂以及低液限粘土加固方案进行研究的同时,分析测定了各类半刚性材料的动弹性模量,并研究了各类稳定土的静力学指标与动弹性模量的相关性,探讨了测定稳定砂土类半刚性材料参数的新途径.

    Abstract:

    When the methods of stabilizing on sandsoil of low liquid limit, silt and bearing soil of low liquid limit along the line of Tang Harbour Expressway were studied, the dynamic elastic module of all kinds of semi rigid materials were determined. The relationships between static parameter and dynamic elastic module of stabilized sandsoil were analysed. A new method to determine the parameter for semi rigid materials with stabilized sandsoil is explored.

    参考文献
    引证文献
    网友评论
    网友评论
    分享到微博
    发 布
引用本文

申爱琴 王江帅.稳定砂土基层静力学指标与动弹性模量相关性[J].建筑材料学报,1998,(3):227-233

复制
分享
文章指标
  • 点击次数:274
  • 下载次数: 5
  • HTML阅读次数: 0
  • 引用次数: 0
历史
文章二维码