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改进式高压旋喷防渗墙在砾石土坝的应用OA

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

中文摘要英文摘要

针对砾石土坝体渗透性较大的特性,该文提出在采用高喷灌浆防渗时,利用高压喷射水泥浆替代高压喷水冲切周边土体,提前形成一个封闭的水泥充填仓,有效控制了后续低压水泥浆外溢,较好的解决了传统三重管法多次复灌无法回浆的问题,即节省了灌浆水泥用量,又提高了灌浆效率.

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.

曹晨曦

广东中灏勘察设计咨询有限公司,广州 510700

建筑与水利

高喷灌浆水泥浆冲切封闭回浆

high-pressure jet groutingcement slurry cuttingsealingbackflushing

《广东水利水电》 2026 (2)

35-39,45,6

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