Effect of mixing method on microstructure and rheology of cement paste

被引:91
作者
Han, Dongyeop [1 ]
Ferron, Raissa Douglas [2 ]
机构
[1] Seoul Natl Univ, Engn Res Inst, Seoul 151744, South Korea
[2] Univ Texas Austin, Dept Civil Architectural & Environm Engn, Austin, TX 78712 USA
基金
美国国家科学基金会;
关键词
Mixing; Microstructure; High shear mixer; Rheology; Flocculation; FLOW BEHAVIOR; HYDRATION; FRESH; SUPERPLASTICIZERS; CONCRETE; SHEAR; SLURRY; ALITE;
D O I
10.1016/j.conbuildmat.2015.05.124
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Mixing is one of the most important processes for producing concrete. The influence of different mixing methods on the theological properties and fresh state microstructure of cement pastes were evaluated. In this work, the mixing process of cement paste was based on two different sample preparation methods: ASTM C305 and ASTM C1738. ASTM C1738 uses a high shear mixer, whereas ASTM C305 uses a planetary mixer to homogenize cement paste. A considerable increase in the theological properties was seen in pastes prepared using the ASTM C1738 protocol versus those prepared according to ASTM C305, especially when a superplasticizer was incorporated. Not only were the rheological properties affected, but differences in hydration kinetics and fresh state microstructure were also observed, with mixtures prepared with ASTM C1738 generally displaying more flocculated microstructural features and accelerated hydration kinetics than mixtures prepared with ASTM C305. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:278 / 288
页数:11
相关论文
共 45 条
[1]  
ACI Committee 237, 2007, 237 ACI COMM
[2]  
[Anonymous], 2012, ASTM C150
[3]  
[Anonymous], 2013, C49499 ASTM, V04, P1
[4]  
ASTM International, 2014, C94 ASTM INT
[5]  
ASTM International, 2012, C305 ASTM INT
[6]  
ASTM International, 2013, C192 ASTM INT
[7]  
ASTM International, 2011, C1738 ASTM INT
[8]  
Blanco A, 2002, CAN J CHEM ENG, V80, P734
[9]   Mechanisms of cement hydration [J].
Bullard, Jeffrey W. ;
Jennings, Hamlin M. ;
Livingston, Richard A. ;
Nonat, Andre ;
Scherer, George W. ;
Schweitzer, Jeffrey S. ;
Scrivener, Karen L. ;
Thomas, Jeffrey J. .
CEMENT AND CONCRETE RESEARCH, 2011, 41 (12) :1208-1223
[10]   Why do HPC and SCC require a longer mixing time? [J].
Chopin, D ;
de Larrard, F ;
Cazacliu, B .
CEMENT AND CONCRETE RESEARCH, 2004, 34 (12) :2237-2243