Influence of curing temperature on belite cement hydration: A comparative study with Portland cement

2021 ◽  
Vol 147 ◽  
pp. 106499
Author(s):  
Shiva Shirani ◽  
Ana Cuesta ◽  
Alejandro Morales-Cantero ◽  
Angeles G. De la Torre ◽  
Margie P. Olbinado ◽  
...  
2016 ◽  
Vol 23 (6) ◽  
pp. 605-615 ◽  
Author(s):  
Xueyu Pang ◽  
Christian Meyer

AbstractA particle-based C3S hydration model with only three rate constants developed in Part I of this study is further developed and applied to Portland cement paste hydration. Experimental data are obtained with chemical shrinkage tests of cement pastes prepared with different water to cement (w/c) ratios (0.3–0.5), and cured at different temperatures (24°C–63°C) and pressures (0.69–51.7 MPa). The proposed model produces exceptionally good fits to test data. The fitted results indicate that the entire process of cement hydration can be modeled by connecting a nucleation and growth mechanism with a diffusion mechanism. Furthermore, the results reveal that the deceleration period of cement hydration may be due to the gradual transition of the rate-controlling mechanisms of different particles. The fitted rate constants generally follow basic chemical kinetics laws in terms of their dependencies on curing temperature and pressure, and appear to be largely independent of w/c ratio.


2020 ◽  
Vol 2020 ◽  
pp. 1-9
Author(s):  
Xingdong Lv ◽  
Jiazheng Li ◽  
Chao Lu ◽  
Zhanao Liu ◽  
Yaosheng Tan ◽  
...  

The goal of this paper provides better understanding of the effect of sodium gluconate (SG) on ordinary Portland cement (OPC) hydration behavior. Pastes’ performances of ordinary Portland cement, including setting time at 20°C and 35°C curing temperature, mechanical strength, fluidity, and zeta potential are studied. Furthermore, the effects of SG on cement hydration behaviors are investigated by the means of isothermal calorimetry measurements, X-ray diffraction (XRD), and thermogravimetric analysis (TGA). The results show that SG is difficult to maintain significant retarding effect at the temperature of 35°C compared to that at the temperature of 20°C. SG is able to reduce the cement cumulative hydration heat and delay the occurrence time of heat evolution peak in a certain extent, but it has little impact on reducing the cement evolution rate peak. The effects of SG on mechanical properties and dispersion properties of cement depend on its dosages. Specifically, the positive effect occurs when the addition dosage is less than 0.15% (i.e., by cement weight), but the negative effect emerges if the addition dosages exceed this limitation. Similarly, SG plays different roles on cement hydration at different hydration periods. It inhibits the hydration of C3S and the formation of portlandite (CH) at the early hydration period. On the contrary, it promotes the C3S hydration when hydration time is beyond 1 d. Meanwhile, SG also plays different roles on cement hydration at different dosage additions. Specifically, SG promotes ettringite (AFt) formation at the dosage less than 0.06%, but it inhibits AFt formation at the dosage more than 0.06%.


2018 ◽  
Author(s):  
Stefan C. Figueiredo ◽  
Oğuzhan Çopuroğlu ◽  
Erik Schlangen

2019 ◽  
Vol 65 (1) ◽  
pp. 701-706
Author(s):  
Yousra Nashaat ◽  
Ahmed Labib ◽  
Nada Omar ◽  
Mostafa shaker ◽  
Neveen Helmy

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