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Experimental Research on Rheological Properties of Cemented Mortar in Tail Void Grouting of Shield Tunnel

机译:盾构隧道尾部空隙灌浆中水泥砂浆流变性能的试验研究

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摘要

Grout flow pattern and rheological parameters determine grouting pressure transfer process in annular tail void and filling rate for shield tail void. However, cemented mortar is a mixture of cement, fly ash, sand, bentonite and water, which lead to grout rheological properties and rheological parameters are difficultly determined. Based on orthogonal experimental design method, grout rheological properties were tested by rotational viscometer.
机译:灌浆流动模式和流变参数确定环形尾空隙的灌浆压力转移过程和盾构尾空隙的填充率。然而,粘合的砂浆是水泥,粉煤灰,砂,膨润土和水的混合物,这导致植物流变性能,并且难以确定流变参数。基于正交实验设计方法,通过旋转粘度计测试灌浆流变性能。

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