Compressive Strength Performance of Additives for Cement-Based Grouting Material with Low Water-Binder Ratio by Response Surface Methodology

被引:1
作者
Guo, Jiaxu [1 ]
Hu, Shaowei [1 ]
Zhao, Xuan [2 ]
Tao, Xiu [2 ]
Nie, Ying [2 ]
机构
[1] Chongqing Univ, Sch Civil Engn, Chongqing 400030, Peoples R China
[2] CISDI Engn Co Ltd, Chongqing 401122, Peoples R China
来源
PROCEEDINGS OF THE 8TH INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING | 2022年
关键词
Cement-based grouting material; Response surface method; Compressive strength; Calcium formate; Defoaming agent; Mix proportion;
D O I
10.1007/978-981-19-1260-3_34
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In order to research the influence and the function mechanism of calcium formate and defoaming agent on the compressive strength of cement-based grouting material with low water-binder ratio at different ages, quadratic polynomial regression models were established by RSM, and the mix proportion was optimized. The function mechanism of additives was analysed by macroscopic mechanical properties and microstructure. The results indicated that the response surface method is scientific in optimizing the mix proportion of cement-based grouting material. The optimal mix proportion was obtained as fallow: the calcium formate was 0.64%, the water-binder ratio was 0.21 and the defoaming agent was 0.26%, with taking 1d, 3d, 28d compressive strength as the optimization objective. Calcium formate is highly significant for the early compressive strength of cement-based grouting materials with low water-binder ratio, while the water-binder ratio and defoaming agent are highly significant for that of the middle and late period. Calcium formate promotes the formation of CSH gel and Ca(OH)(2) crystallization in the early period, and the defoaming agent can effectively reduce macropores. The results can provide an optimization method for the mix proportion design of cement-based grouting material and a theoretical reference for its mechanical properties.
引用
收藏
页码:368 / 379
页数:12
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