真空预压法处理新近吹填淤泥非饱和带研究
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:


Treatment of newly blown muck unsaturated zone by vacuum preloading
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:

    真空预压法处理新近吹填淤泥已经在围海造地工程中得到广泛应用,但是处理效果有待进一步提高。结合连云港新近吹填淤泥工程,提出浅层3~5 m范围为真空预压处理的重点部位,流动状淤泥抽真空3个月后进入临界状态,继续抽真空效果不显著;进而提出从土体非饱和带角度出发,采用注气法将此时的流塑或软塑淤泥处理成为浅层具备非饱和带的淤泥质黏土。与普通软基处理方法对比后,发现采用注气法的土体物理力学性质指标明显改善。

    Abstract:

    The vacuum preloading method has been applied widely to the compaction of the newly-blown muck in the land reclamation engineering,but the compaction effect shall be improved.Based on Lianyungang newly-blown muck engineering,we propose that the shallow course within 3 to 5 meters range is the key part to be compacted by the vacuum preloading method,the flow silt approaches the critical state after 3 months’ vacuum preloading,and the effect of continuous vacuum preloading operation is not obvious.We then propose to adopt the gas injection method from the view of unsaturated zone to turn the plastic or soft soil into mucky clay with shallow unsaturated zone. Comparing with ordinary soft foundation treatment,the physical and mechanical indexes of soil are improved obviously.

    参考文献
    相似文献
    引证文献
引用本文

龚永康,郑丽华,蔡建.真空预压法处理新近吹填淤泥非饱和带研究[J].水运工程,2017(2):155-159.

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: 2017-02-19
  • 出版日期:
文章二维码