| 注册
首页|期刊导航|广东水利水电|改进式高压旋喷防渗墙在砾石土坝的应用

改进式高压旋喷防渗墙在砾石土坝的应用

曹晨曦

广东水利水电Issue(2):35-39,45,6.
广东水利水电Issue(2):35-39,45,6.

改进式高压旋喷防渗墙在砾石土坝的应用

Application of Improved High-Pressure Jet Grouting Seepage Wall in Gravel Dam

曹晨曦1

作者信息

  • 1. 广东中灏勘察设计咨询有限公司,广州 510700
  • 折叠

摘要

Abstract

In view of the high permeability of gravel soil dams,this paper proposes the use of high-pressure jet grouting for seepage prevention,utilizing-pressure cement slurry instead of high-pressure water to cut the surrounding soil,forming a sealed cement-filled chamber in advance.This effectively controls the overflow of subsequent low cement slurry,solving the problem of multiple re-grouting in the traditional triple-tube method,saving the amount of cement used for grouting,and improving grouting efficiency.

关键词

高喷灌浆/水泥浆冲切/封闭/回浆

Key words

high-pressure jet grouting/cement slurry cutting/sealing/backflushing

分类

建筑与水利

引用本文复制引用

曹晨曦..改进式高压旋喷防渗墙在砾石土坝的应用[J].广东水利水电,2026,(2):35-39,45,6.

广东水利水电

1008-0112

访问量1
|
下载量0
段落导航相关论文