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电渗复合真空覆水预压法加固吹填土地基的应用研究

沈扬 陶明安 刘志浩 刘汉龙

土木工程与管理学报2012,Vol.29Issue(3):43-46,4.
土木工程与管理学报2012,Vol.29Issue(3):43-46,4.

电渗复合真空覆水预压法加固吹填土地基的应用研究

Application and Research of Combination of Electro-osmotic Method and Vacuum-overlying Water Preloading Method for Strengthening Dredger Fill

沈扬 1陶明安 1刘志浩 1刘汉龙1

作者信息

  • 1. 河海大学岩土力学与堤坝工程教育部重点实验室,江苏南京210098
  • 折叠

摘要

Abstract

Dredger fill has low permeability and high contant of bound water. Conventional vacuum preloading method can only exclude free water from the ground, and the efficiency is low to the such kind of soil. While electro-osmosis method has proved to be effective in the exclusion of bound water. So the combination of the electro-osmosis method and the vacuum-overlying water preloading method, was proposed to improve dredger fill ground. And the correlated in-suit tests were performed with the dredger fill ground treatment project in Wenzhou. The results showed that electro-osmosis method could effectively lower the groundwater level and contributed significantly to the growth of soil' s late strength. The combination method with electro-osmosis and vacuum preloading has achieved better effects than the vacuum preloading method alone, especially in the shortening of the construction period by increasing of the ground settlement rate.

关键词

电渗法/真空预压/覆水/吹填土/地基处理

Key words

electro-osmosis method/ vacuum preloading/ overlying water/ dredger fill/ ground treatment

分类

建筑与水利

引用本文复制引用

沈扬,陶明安,刘志浩,刘汉龙..电渗复合真空覆水预压法加固吹填土地基的应用研究[J].土木工程与管理学报,2012,29(3):43-46,4.

基金项目

浙江省重大科技专项(2009C03001) (2009C03001)

土木工程与管理学报

OACHSSCDCSTPCD

2095-0985

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