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新型水泥基堵水注浆材料特性及其应用研究

王凯 蔡金龙 王贵军 王俊智 张海丰 万伟锋 王杰

人民黄河2025,Vol.47Issue(5):142-147,6.
人民黄河2025,Vol.47Issue(5):142-147,6.DOI:10.3969/j.issn.1000-1379.2025.05.023

新型水泥基堵水注浆材料特性及其应用研究

Performance of New Cement-Based Grouting Materials and Its Application in Tunnel Water Inrush Treatment

王凯 1蔡金龙 1王贵军 1王俊智 1张海丰 1万伟锋 1王杰2

作者信息

  • 1. 黄河勘测规划设计研究院有限公司,河南 郑州 450003||水利部黄河流域水治理与水安全重点实验室(筹),河南 郑州 450003
  • 2. 湖南省白银注浆防水工程有限公司,湖南 岳阳 414020
  • 折叠

摘要

Abstract

The choice of grouting material is pivotal in determining the effectiveness of water inrush control during grouting operations.In or-der to overcome the shortcomings of traditional grouting materials in water blocking,a new type of cement-based water-blocking grouting ma-terial has been developed.The time-dependent behavior of viscosity and mechanical characteristics were assessed through laboratory tests.Subsequently,numerical simulations were employed to comparatively analyze the diffusion patterns of the two-fluid slurry composed of the new material and conventional cement-silicate(C-S)grout in dynamic water environments,thereby evaluating the erosion resistance charac-teristics of the new material.Finally,based on the laboratory test results,selection criteria and adjustment criteria for grout were proposed.A field test for water control grouting was conducted in a tunnel section of a hydraulic engineering project.The study results indicate that the material can achieve quick-setting and early-strength effects without shrinkage and possesses stronger anti-erosion characteristics than C-S grout.By utilizing these materials and adhering to the proposed selection and adjustment criteria for on-site grouting operations,positive out-comes can be attained in managing water inrush situations.

关键词

注浆/隧洞/突涌水/材料性能/数值模拟/现场试验

Key words

grouting/tunnel/water inrush/material performance/numerical simulation/field test

分类

建筑与水利

引用本文复制引用

王凯,蔡金龙,王贵军,王俊智,张海丰,万伟锋,王杰..新型水泥基堵水注浆材料特性及其应用研究[J].人民黄河,2025,47(5):142-147,6.

基金项目

河南省重点研发与推广专项(科技攻关)(232102320314) (科技攻关)

黄河勘测规划设计研究院有限公司第一类自立科研项目(2023KY029) (2023KY029)

人民黄河

OA北大核心

1000-1379

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