Rheological properties of cement-ground limestone paste with nano-CaCO3

被引:0
|
作者
Xiao J. [1 ]
Zhou S. [1 ,3 ]
Wang D. [1 ]
Peng Y. [2 ]
Fan B. [2 ]
机构
[1] School of Civil Engineering, Central South University, Changsha
[2] Communication and Signal Construction Corporation Limited, Changsha
[3] School of Civil Engineering, Shangqiu Institute of Technology, Shangqiu
来源
Xiao, Jia (jiaxiaog2007@163.com) | 2018年 / Beijing University of Aeronautics and Astronautics (BUAA)卷 / 35期
关键词
Consistency coefficient; Dynamic yield stress; Ground limestone; Nano-CaCO[!sub]3[!/sub; Thixotropy;
D O I
10.13801/j.cnki.fhclxb.20171124.001
中图分类号
学科分类号
摘要
The rheological curves of the cement-ground limestone paste were determined by Rheolab QC rotation viscometer. Dynamic yield stress, consistency coefficient and rheological index of the paste were obtained by fitting the measured τ-γ curves based on Herschel-Bulkley model and thixotropy was characterized by the area of thixotropic hysteresis loop. The results indicate that: with the increase of ground limestone content, dynamic yield stress decreases gradually, consistency coefficient increases, while thixotropy increases and then decreases. The addition of nano-CaCO3 has little effect on the rheological type of the cement-ground limestone paste and they both present a shear thinning behavior. With the increase of nano-CaCO3 content, dynamic yield stress and consistency coefficient increase gradually, while thixotropy decreases. The addition of nano-CaCO3 results in a poor rheological properties of the cement-ground limestone pastes but enhances its stability. © 2018, Editorial Office of Acta Materiae Compositae Sinica. All right reserved.
引用
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页码:2185 / 2190
页数:5
相关论文
共 20 条
  • [1] Xiao J., Jing Y., Gou C., Et al., Effect of ground limestone on hydration characteristics and pore structure of cement pastes, Journal of Central South University(Science and Technology), 41, 6, pp. 2313-2320, (2010)
  • [2] Tsivilis S., Batis G., Chaniotakis E., Et al., Properties and behavior of limestone cement concrete and mortar, Cement and Concrete Research, 30, 10, pp. 1679-1683, (2000)
  • [3] Diab A.M., Elmoaty A.E.M.A., Aly A.A., Long term study of mechanical properties, durability and environmental impact of limestone cement concrete, Alexandria Engineering Journal, 55, 2, pp. 1465-1482, (2016)
  • [4] Sato T., Diallo F., Seeding effect of nano-CaCO<sub>3</sub> on the hydration of tricalcium silicate, Transportation Research Record Journal of the Transportation Research Board, 2141, 2141, pp. 61-67, (2010)
  • [5] Shaikh F.U.A., Supit S.W.M., Effects of superplasticizer types and mixing methods of nanoparticles on compressive strengths of cement pastes, Journal of Materials in Civil Engineering, 28, 2, (2016)
  • [6] Camiletti J., Soliman A.M., Nehdi M.L., Effects of nano and micro-limestone addition on early-age properties of ultra-high-performance concrete, Materials and Structures, 46, 6, pp. 881-898, (2013)
  • [7] Shaikh F.U.A., Supit S.W.M., Chloride induced corrosion durability of high volume fly ash concretes containing nano particles, Construction and Building Materials, 99, pp. 208-225, (2015)
  • [8] Varhen C., Dilonardo I., Romano R.C.D.O., Et al., Effect of the substitution of cement by limestone filler on the rheological behaviour and shrinkage of microconcretes, Construction and Building Materials, 125, pp. 375-386, (2016)
  • [9] Xu W., Guo F., Tian Q., Rheological properties of cement paste with limestone powder at different dosages of superplasticizers, Journal of Building Materials, 17, 2, pp. 274-279, (2014)
  • [10] Li W., Huang Z., Cao F., Et al., Effects of nano-silica and nano-limestone on flowability and mechanical properties of ultra-high-performance concrete matrix, Construction and Building Materials, 95, 1, pp. 366-374, (2015)