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隧道渗漏封堵材料性能及封堵效果分析
引用本文:李平,孙新飞,白银,范成文,闵凡路.隧道渗漏封堵材料性能及封堵效果分析[J].中国公路学报,2022,35(1):38-48.
作者姓名:李平  孙新飞  白银  范成文  闵凡路
作者单位:1. 河海大学岩土力学与堤坝工程教育部重点实验室, 江苏 南京 210024;2. 南京水利科学研究院水文水资源与水利工程科学国家重点试验室, 江苏 南京 210029
基金项目:国家自然科学基金项目(41977240,51739008);中央高校基本科研业务费专项资金项目(B200202090)
摘    要:地下隧道由于埋深大、水压高,存在渗漏破坏的风险,会造成经济损失和生态环境危害.因此在高水压条件下对渗漏部位如何进行快速有效封堵越来越受关注.通过以快硬硫铝酸盐水泥、5044N可再分散乳胶粉(5044N)、丙烯酸酯共聚乳液(丙乳)作为封堵原材料,从封堵材料超早期性能角度对封堵效果进行探讨,并就聚合物种类和聚灰比对超早期性...

关 键 词:隧道工程  渗漏  封堵材料  流变特性  水化硬化特征  封堵效果
收稿时间:2021-01-25

Performance and Plugging Effect of Tunnel Leakage Plugging Materials
LI Ping,SUN Xin-fei,BAI Yin,FAN Cheng-wen,MIN Fan-lu.Performance and Plugging Effect of Tunnel Leakage Plugging Materials[J].China Journal of Highway and Transport,2022,35(1):38-48.
Authors:LI Ping  SUN Xin-fei  BAI Yin  FAN Cheng-wen  MIN Fan-lu
Institution:1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210024, Jiangsu, China;2. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, Jiangsu, China
Abstract:Water leakage in tunnels often occurs because of their significant buried depths and high water pressure, leading to economic losses and environmental damage. Therefore, research on the performance and plugging effect of plugging materials under high-pressure water conditions has become increasingly striking. In this study, early-strength sulfoaluminate cement, 5044N redispersion latex powder, and acrylate copolymer emulsion (ACE) were used as experimental materials to investigate the influence of polymer type and polymer-cement ratio on the ultraearly performance and plugging effect of tunnel leakage plugging materials. Our findings suggest that the initial and final setting times of plugging slurry produced with 5044N decreased by 14% and 19%, respectively, whereas the ACE delays the setting time of plugging slurry. 5044N can increase the viscosity mutation time of cement slurry by 40-120 s, and the mutation time and initial setting time are essentially the same. The variation in plugging slurry viscosity conforms to an exponential function. Similarly, the increasing trend of the viscosity of the plugged slurry also conforms to an exponential function. Based on the increase in the ultrasonic wave speed, the hydration process of the plugging slurry is divided into platform, mutation, and stable stages. A solid skeleton is formed during the mutation stage. The mutation time of the ultrasonic velocity is consistent with the final setting time. The mutation time of the slurry with 5044N increased by 248 s. During the mutation stage, the rate of solid phase formation increased by 55%-60%. The ultraearly performance of the plugging slurry with 5044N was the best at a polymer-cement ratio of 0.03. Scanning electron microscopy was used to analyze the composition of the clot at the mesoscopic level, and a large amount of C-S-H wrapped ettringite, filling the pores and increasing the density. In the leakage plugging experiment, the flow velocity in the leakage tunnel was used to quantify the plugging effect. The experimental results show that the plugging effect improves with increasing viscosity, and the plugging slurry with 5044N works in advance for 2 min.
Keywords:tunnel engineering  leakage  plugging material  rheological properties  hydration characteristics  plugging effect  
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