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地下工程注浆技术研究新进展
引用本文:秦鹏飞.地下工程注浆技术研究新进展[J].现代隧道技术,2020(2):55-60.
作者姓名:秦鹏飞
作者单位:郑州铁路职业技术学院铁道工程学院
基金项目:2019年河南省科技厅攻关项目(192102210067);郑州铁路职业技术学院博士科研启动基金(201904002).
摘    要:注浆是土木、水利和矿山等工程建设中重要的防渗和加固技术。文章基于国内外注浆技术研究文献,总结了水泥等颗粒性浆液的“渗滤效应”及“黏度时空变异性”等理论研究成果,论述了非水反应高聚物、CW环氧树脂和微生物菌液等注浆新材料的应用现状及发展前景,介绍了细观力学数值模拟研究的突破性进展,可为地下工程注浆技术发展提供借鉴和启发作用。

关 键 词:注浆理论  注浆材料  渗滤效应  黏度时空变异性  非水反应高聚物  CW环氧树脂  微生物菌液  细观力学数值模拟

New Progress in Grouting Technology for Underground Works
QIN Pengfei.New Progress in Grouting Technology for Underground Works[J].Modern Tunnelling Technology,2020(2):55-60.
Authors:QIN Pengfei
Institution:(School of Railway Engineering,Zhengzhou Railway Vocational&Technical College 450010)
Abstract:Grouting is a key technique for anti-seepage and reinforcement in the construction of civil engineering,water conservancy and mining engineering.Based on the research literatures concerning grouting techniques both at home and abroad,theoretical achievements of"percolation effect"and"time-space variability of viscosity"of the granular slurries like cement are summarized,application status and development prospect of new materials of nonaqueous reactive polymers and CW epoxy resin as well as microbial bacterial liquid are discussed,and the break through of numerical simulation on mesomechanics is introduced.
Keywords:Grouting theory  Grouting material  Percolation effect  Time-space variability of viscosity  Non-aque ous reactive polymers  CW epoxy resin  Microbial bacterial fluid  Numerical simulation of mesomechanics
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