Strength and anti-washout property of fiber silica fume cement grout

被引:0
|
作者
Li Xiao-fei [1 ,2 ]
Sun Jiang-tao [3 ]
Chen Wei-zhong [1 ,4 ]
Yuan Jing-qiang [1 ]
Liu Jin-quan [1 ]
Zhang Qing-yan [1 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
[2] CCCC Railway Consultants Grp Co Ltd, Beijing 100088, Peoples R China
[3] Guangdong Prov Changda Highway Engn Co Ltd, Guangzhou 510620, Guangdong, Peoples R China
[4] Shandong Univ, Geotech & Struct Engn Res Ctr, Jinan 250061, Shandong, Peoples R China
基金
中国国家自然科学基金;
关键词
tunnel engineering; dynamic water grouting; anti-washout property; treatment of water inrush; grout retention ratio;
D O I
10.16285/j.rsm.2016.2844
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Aiming at the special requirements of the grouting material for the prevention of water inrush hazards in tunnels, the mechanical properties and anti-washout properties of the grout were improved by adding the admixture. The optimum mixing ratio of water to cement was obtained by testing the compressive strength and flexural strength of cement stone under different water to cement ratios, fiber contents and silica fume contents. The anti-washout characteristics and fluidity of the grout under the optimum mixing ratio were tested. It was found that the incorporation of fiber and silica fume with cement could significantly improve the strength of cement stone and had little effect on the fluidity of grout. At the same time, the anti-washout performance of the fiber silica fume cement grout under the low flow velocity was better than that of the pure cement grout, but the anti-washout performance of the fiber silica fume cement grout was still poor when the flow velocity became high. The results showed that the redispersible emulsion powder could significantly improve the anti-washout properties of the grout. Even at high flow velocity (0.6 m/s), the grout retention rate was still more than 60%. The results provide a reference for the prevention and treatment of water inrush hazards in tunnel and the choice of grouting.
引用
收藏
页码:3157 / +
页数:8
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