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加压式套管排水强夯在软黏土地基加固的应用

张力华 杨磊 张树海

港口航道与近海工程2024,Vol.61Issue(z1):15-18,4.
港口航道与近海工程2024,Vol.61Issue(z1):15-18,4.DOI:10.16403/j.cnki.ggjs2024S104

加压式套管排水强夯在软黏土地基加固的应用

Application of pressurized casing drainage dynamic compaction in soft clay foundation reinforcement

张力华 1杨磊 1张树海1

作者信息

  • 1. 中交一航局第五工程有限公司,河北秦皇岛 066000
  • 折叠

摘要

Abstract

The traditional dynamic compaction method is not suitable for reinforcing high moisture content soft clay foundations.The foundation treatment depth range of a certain storage yard project along the Jingjiang River is mostly soft clay,which is difficult to reinforce.A pressurized casing drainage and dynamic consolidation technology combining vacuum strong drainage and dynamic consolidation theory was used for treatment.Through experimental research,application effect monitoring and detection,it has been verified that this technology can achieve good results in the reinforcement of high moisture content soft clay foundation,and the cost is relatively low,which has reference significance for similar projects.

关键词

加压式套管排水强夯/软黏土/地基加固

Key words

Pressurized casing drainage dynamic compaction/soft clay/foundation reinforcement

分类

建筑与水利

引用本文复制引用

张力华,杨磊,张树海..加压式套管排水强夯在软黏土地基加固的应用[J].港口航道与近海工程,2024,61(z1):15-18,4.

港口航道与近海工程

1004-9592

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