水工黏土基固化材料力学性能试验研究
DOI:
CSTR:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:


Experimental study on mechanical performance of clay-based solidified material used in hydraulic engineering
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:

    以港航工程整治过程中产生的黏性土为主要原料,采用传统水泥、石膏和矿粉等无机结合料为固化剂,通过半干法压制成型制备黏土基固化材料。研究结果表明:黏土基固化材料的最佳配合比为黏性土65%、水泥18%、矿粉12%、石膏2.0%、石灰3.0%,其28 d抗压、劈裂抗拉和浸水强度分别为25.6、2.5、24.1 MPa,可替代普通混凝土制备压载块等水工材料就地应用于港航工程,满足水工应用需要。

    Abstract:

    Clayey soil from waterway regulation engineering is used as the main raw material to prepare clay-based solidified material. The traditional inorganic combinative material such as cement,gypsum lime and slag are used as solidified agents. The results show that the optimal mixing ratio of clay solidified material is 65% of clayey soil,18% of cement,2.0% of gypsum,and 3.0% of lime. The 28 d compressive,splitting tensile and the immersion strength of the solidified material are 25.6 MPa,2.5 MPa and 24.1 MPa respectively. This solidified material can replace ordinary concrete to make ballast block used in port and waterway engineering and meet the needs of hydraulic applications.

    参考文献
    相似文献
    引证文献
引用本文

江朝华,杨玉宝,冷 杰,等.水工黏土基固化材料力学性能试验研究[J].水运工程,2016(2):33-38.

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: 2016-02-03
  • 出版日期:
文章二维码