Effect of fly ash and silica fume on hydration rate of cement pastes and strength of mortars

Jun Liu , Yun Zhang , Runqing Liu , Bing Zhang

Journal of Wuhan University of Technology Materials Science Edition ›› 2014, Vol. 29 ›› Issue (6) : 1225 -1228.

PDF
Journal of Wuhan University of Technology Materials Science Edition ›› 2014, Vol. 29 ›› Issue (6) : 1225 -1228. DOI: 10.1007/s11595-014-1072-7
Cementitious Materials

Effect of fly ash and silica fume on hydration rate of cement pastes and strength of mortars

Author information +
History +
PDF

Abstract

The effect of fly ash and silica fume on hydration rate and strength of cement in the early stage was studied. Contrast test was applied to the complex cementitious system to investigate the hydration rate. Combined with mechanical strength, the influence of fly ash and silica fume during the hydration process of complex binder was researched. The peak of the rate of hydration heat evolution and the mechanical strength decreased as the ratio of fly ash increased, however, as the ratio of silica fume increased, the peak of the rate of hydration heat evolution and the mechanical strength increased obviously. When the ratios of fly ash and silica fume are 10% and 5%, the peak of the rate of hydration heat evolution is the highest. At the same time 7 days of flexural and compressive strength are the highest as 8.89 MPa and 46.52 MPa, respectively. Fly ash and silica fume are the main factors affecting the hydration rate and the mechanical property.

Keywords

fly ash / silica fume / flexural and compressive strength / hydration rate

Cite this article

Download citation ▾
Jun Liu, Yun Zhang, Runqing Liu, Bing Zhang. Effect of fly ash and silica fume on hydration rate of cement pastes and strength of mortars. Journal of Wuhan University of Technology Materials Science Edition, 2014, 29(6): 1225-1228 DOI:10.1007/s11595-014-1072-7

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Liu J, Liu R, Liu Z, . The Research about Affecting Factors of Resistant Freezing Critical Strength of Low-temperature Concrete [J]. Journal of Shenyang Jianzhu University (Natural Science), 2005, 21(3): 228-231.

[2]

Liu J, Li Z, Tian Y, . Study on the Strength Development of Low-temperature Concrete with Mineral Admixture [J]. Journal of Shenyang Jianzhu University (Natural Science), 2006, 22(3): 415-418.

[3]

Lv L, He Y, Ding Q, . Exothermic Performance of the Hydration of Multi-component Cement Based Materials [J]. Cement, 2004 1-3.

[4]

Li Xiang Hydration Performance and Microstructural Stability of Complex Cementitious Materials [M], 2010 Beijing Tsinghua University

[5]

Yan Peiyu Mechanism of Fly Ash’s Effects during Hydration Process of Composite Binder [J]. Journal of the Chinese Ceramic Society, 2007, 35(S1): 167-171.

[6]

Tang M, Liu H, Li Jingqi Mixing Actions from Slag, Fly Ash and Silica Fume in Concrete on the Same Water-binder Ratio Condition [J]. Concrete, 2011 1-4.

[7]

Guo C, Gao P, Geng F, . Effect of Fly Ash and Silica Fume on Concrete Resistance to Chloride-ion Permeability [J]. Low Temperature Architecture Technology, 2010 7-9.

[8]

Zhang Y, Sun W, Zheng K, . Hydration Process of Portland Cement-Fly Ash Pastes [J]. Journal of Southeast University (Natural Science Edition), 2006, 36(1): 118-123.

[9]

Langan BW, Ward M A Effect of Silica Fume and Fly Ash on Heat of Hydration of Portland Cement [J]. Cement and Concrete Research, 2002, 32(7): 1 045

[10]

Bensted J, Barnes P Structure and Performance of Cements [M], 2002 Second edition London Spon Press 102-103.

[11]

Marusin SL, Shotwell LB Alkali-silica Reaction in Concrete Caused by Densified Silica Fume[J]. Cement and Concrete Aggregates, 2000, 22(2): 90-94.

[12]

Zhang Qinghuan Mechanism of Fly Ash’s Effects During Hydration Process of Composite Binder [M], 2006 Beijing Tsinghua University

AI Summary AI Mindmap
PDF

158

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/