Effect of nano-SiO2 on rheology and early hydration of cement containing high volume slag

被引:9
作者
Xu, Zhenhai [1 ,2 ,3 ,4 ]
Guo, Zhaoheng [1 ,4 ]
Li, Shujun [1 ,4 ]
Chen, Gaofeng [1 ,4 ]
Liu, Cheng [1 ,4 ]
Liu, Chuanbei [5 ]
Zhao, Yasong [1 ,4 ]
Gao, Jianming [1 ,4 ]
机构
[1] Southeast Univ, Sch Mat Sci & Engn, Nanjing 211189, Peoples R China
[2] First Co China Eighth Engn Bur Ltd, Jinan 250100, Peoples R China
[3] Shandong Engn Res Ctr Green Low Carbon & Value Add, Jinan, Peoples R China
[4] Jiangsu Key Lab Construct Mat, Nanjing 211189, Peoples R China
[5] Southwest Univ Sci & Technol, Sch Mat & Chem, Mianyang 621000, Peoples R China
基金
中国国家自然科学基金;
关键词
Slag; Rheology; Heat of hydration; Hydration products; Nano-SiO2; BLAST-FURNACE SLAG; C-S-H; NANO-SILICA; MECHANICAL-PROPERTIES; COMPRESSIVE STRENGTH; FRESH CONCRETE; FLY-ASH; NANOPARTICLES; MICROSTRUCTURE; AGGLOMERATION;
D O I
10.1016/j.conbuildmat.2023.134539
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Using nano-SiO2 particles is a viable approach for enhancing early performance of blended cement containing high volume slag. The present research aims to investigate the rheology and early hydration of cement incorporating high volume slag and nano-SiO2. The initial and time-varying rheology of blended cement have been evaluated by testing static/dynamic yield stress, plastic viscosity as well as apparent viscosity. Besides, early hydration of blended cement has also been studied through measuring the setting time and heat of hydration. Results show that nano-SiO2 significantly increases the initial and time-varying rheological value of blended cement, the enhancement effect becomes more obvious with the increased dosage of nano-SiO2. In addition, nano-SiO2 can shorten the setting time of blended cement, which is beneficial to rapid construction of concrete with high volume slag. Further, nano-SiO2 shortens induction period, promote C3S hydration, accelerate the transformation from ettringite (AFt) to monosulfate (AFm). Ultimately, nanosilica decreases the content of C3S+C2S in hardened cement paste, resulting in more hydration products. This paper will provide scientific support for revealing the rheology and early hydration of blended cement with high volume slag and nano-SiO2.
引用
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页数:12
相关论文
共 78 条
[1]   Effect of nano-silica in concrete; a review [J].
Abhilash, P. P. ;
Nayak, Dheeresh Kumar ;
Sangoju, Bhaskar ;
Kumar, Rajesh ;
Kumar, Veerendra .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 278
[2]   Binary and ternary effects of ground dune sand and blast furnace slag on the compressive strength of mortar [J].
Alhozaimy, A. ;
AL-Negheimish, A. ;
Alawad, O. A. ;
Jaafar, M. S. ;
Noorzaei, J. .
CEMENT & CONCRETE COMPOSITES, 2012, 34 (06) :734-738
[3]   Impact of Nano-silica on the hydration, strength, durability, and microstructural properties of concrete: A state-of-the-art review [J].
Althoey, Fadi ;
Zaid, Osama ;
Martinez-Garcia, Rebeca ;
Alsharari, Fahad ;
Ahmed, Mohd ;
Arbili, Mohamed M. .
CASE STUDIES IN CONSTRUCTION MATERIALS, 2023, 18
[4]   Improved strength development and frost resistance of Portland cement ground-granulated blast furnace slag binary binder cured at 0 °C with the addition of calcium silicate hydrate seeds [J].
Alzaza, Ahmad ;
Ohenoja, Katja ;
Illikainen, Mirja .
JOURNAL OF BUILDING ENGINEERING, 2022, 48
[5]  
[Anonymous], 2007, GB 175, Common portland cement
[6]  
[Anonymous], 2011, GBT13462011
[7]  
Balamuralikrishnan R., 2021, EMERG SCI J, V5, P155, DOI [10.28991/esj-2021-01265, DOI 10.28991/ESJ-2021-01265]
[8]   Nano-SiO2 contribution to mechanical, durability, fresh and microstructural characteristics of concrete: A review [J].
Balapour, Mohammad ;
Joshaghani, Alireza ;
Althoey, Fadi .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 181 :27-41
[9]   The effects of nanoSiO2 on the properties of fresh and hardened cement-based materials through its dispersion with silica fume [J].
Cai, Yamei ;
Hou, Pengkun ;
Cheng, Xin ;
Du, Peng ;
Ye, Zhengmao .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 148 :770-780
[10]  
De Belie N., 2018, Properties of Fresh and Hardened Concrete Containing Supplementary Cementitious Materials