Improvement of two-component grouts by the use of ground granulated blast furnace slag

被引:12
|
作者
Andre, Ludovic [1 ,2 ]
Bacquie, Celine [1 ,2 ]
Comin, Gianluca [3 ]
Ploton, Romain [4 ]
Achard, Diane [5 ]
Frouin, Laurent [2 ]
Cyr, Martin [1 ]
机构
[1] Univ Toulouse, UPS, INSA, LMDC Lab Mat & Durabilite Construct Toulouse, 135 Ave Rangueil, F-31077 Toulouse, France
[2] Ecocem Mat, 4 Pl Louis Armand, F-75012 Paris, France
[3] Ghella, 2-A Via Pietro Borsieri, I-00195 Rome, Italy
[4] Spie Batignolles, 8 Rue Victor Noir, F-92521 Neuilly Sur Seine, France
[5] Ecocem France, 970 Rue Rene Descartes, F-13100 Aix En Provence, France
关键词
Two-component grouts; Ground granulated blast-furnace slag; Flow time; Gel time; Compressive strength; Sulfate resistance; SODIUM; PERFORMANCE; BEHAVIOR; ATTACK; PH;
D O I
10.1016/j.tust.2022.104369
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This work investigated the impact of a partial replacement of ordinary Portland cement (OPC) by ground granulated blast-furnace slag (GGBS) in two-component grouts. Maximum GGBS content reached 50 %wt of the binder. Fluidity, open time, bleeding behaviour, gel time, compressive strength development and durability with respect to sodium sulfate were assessed. The impact of a variation of the volumetric ratio between the grout base and the accelerator (components A and B) was also considered. The results showed that increasing GGBS content led to multiple benefits of grouts behaviour. At fresh state, the bleeding was limited without decreasing the flowability. At hardened state, it increased the 28-day compressive strength, and improved the durability of the grouts in water/sodium sulfate solutions when used at 16% of the binder mass (mix designs based on jobsite trials).
引用
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页数:13
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