Effectiveness of Amphoteric PCE Superplasticizers in Calcined Clay Blended Cements

Author(s):  
Marlene Schmid ◽  
Ricarda Sposito ◽  
Karl-Christian Thienel ◽  
Johann Plank
2021 ◽  
Vol 141 ◽  
pp. 106334
Author(s):  
Ran Li ◽  
Lei Lei ◽  
Tongbo Sui ◽  
Johann Plank

Materials ◽  
2020 ◽  
Vol 13 (18) ◽  
pp. 4206 ◽  
Author(s):  
Carlos H. Aramburo ◽  
César Pedrajas ◽  
Rafael Talero

Calcined clay has become the supplementary cementitious materials with the greatest potential to reduce the clinker/cement. In this research, the mechanical strengths and sulphate resistance of blended cements with a high content of calcined clay as a pozzolanic addition were evaluated to demonstrate that these cements could be designed as CEM (cement) type IV/A-SR and IV/B-SR cements by the current European standard UNE-EN 197-1: 2011. The blended cements were prepared by two Portland cements (P1 and PY6) with different mineralogical compositions and a calcined clay. The level of replacement was greater than 40% by weight. The results obtained confirm the decrease in the mechanical strengths and the increase in the sulfate resistance of the two Portland cements when they are replaced by calcined clay at a level of replacement greater than 40%. These results are a consequence of the chemical effect from the pozzolanic activity of the calcined clay. Therefore, there is an important decrease in portlandite levels of paste liquid phase that causes the increase in sulfate resistance and the decrease of the mechanical strengths.


2021 ◽  
pp. 127770
Author(s):  
Ran Li ◽  
Lei Lei ◽  
Tongbo Sui ◽  
Johann Plank

2021 ◽  
pp. 1-32
Author(s):  
Nancy Beuntner ◽  
Karl-Christian Thienel

The fundamental knowledge about the reaction mechanism of calcined clays in cement and the mutual interaction is important for their assessment as supplementary cementitious material and the resulting concrete properties. In this study, the hydration of two cements differing in alkali content and with the addition of a highly reactive, aluminum-rich metakaolin and one calcined common clay with low kaolinite content was investigated during the first 48 hours. For this purpose, four established methods that describe the early hydration were used: isothermal calorimetry, thermogravimetry, in-situ X-ray diffraction and chemical analysis of pore solution. This so far unique combination of methods enabled the understanding of the complex binder (cement-calcined clay) hydration behavior. The results showed considerable differences depending on type of calcined clay, its chemical-mineralogical composition, fineness and especially towards its reaction mechanism with aluminate clinker phases controlled by the composition of pore solution. The impact of calcined clay on the early clinker hydration exceeds significantly physical effects only.


2017 ◽  
Vol 44 (11) ◽  
pp. 956-961 ◽  
Author(s):  
Ghania Nigri ◽  
Yacine Cherait ◽  
Soraya Nigri

This paper discusses the potentialities of using waste bricks as a partial replacement of clinker in blended cement. The blended cements are produced by grinding and mixing clinker, waste brick and gypsum. Eight mixtures containing 0 to 35% of bricks as a clinker replacement are prepared and characterized. Partially replacing clinker by brick results in early strength, but are lower than that of the reference. However, at 90 days, the strengths are greater than that reference. The setting times and the shrinkages were reduced. Blended cement has been formulated with optimal composition of 10% of waste brick. The microstructure of the paste was studied using scanning electron microscopy and the evolution of cement hydration was studied by Fourier transform infrared spectroscopy. It was concluded that the binder with 10% of brick shows a dense and homogeneous particles distribution. The pozzolanic reaction occurs through the decreases of the amorphous silica during hydration.


2021 ◽  
pp. 1-13
Author(s):  
Ricarda Sposito ◽  
Nancy Beuntner ◽  
Karl-Christian Thienel

2019 ◽  
Vol 169 ◽  
pp. 81-90 ◽  
Author(s):  
S. Ferreiro ◽  
M.M.C. Canut ◽  
J. Lund ◽  
D. Herfort

2021 ◽  
Vol 6 ◽  
pp. 17-24
Author(s):  
Anuj Parashar ◽  
Shashank Bishnoi

The effect of kaolinitic calcined clay and slag on the hydration of limestone-containing ternary blended cements was investigated. The effect of alumina from different sources of SCMs was considered to activate the formation of carboaluminates. Ternary blends with 50% ordinary portland cement clinker, 45% blends of limestone calcined clay (LC2) in 1:2 blend and slag limestone blend (SLS) in 2:1 mix proportion with 5% of gypsum were studied. The hydration behaviour was analysed based on cement mortar compressive strength, heat of hydration using an isothermal calorimeter and bound water measured using thermal gravimetric analysis (TGA). In addition, the degree of hydration of clinker phases and the composition of calcium - alumino - silicate - hydrate (C-A-S-H) gels forming in two different systems were compared on 90 days hydrated samples analysed using X-Ray diffractometry (XRD) and scanning electron microscopy - energy dispersive X-ray spectroscopy (SEM-EDX) respectively. The results show a rapid early strength development in limestone calcined clay cement blend (LC3) but a lower clinker hydration in comparison with slag limestone cement blend (SLSC) at later ages. In both the cement blends the formation of hemicarboaluminate (Hc) and monocarboaluminate (Mc) was confirmed at 90 days, but the conversion of Hc to Mc was higher in SLSC. Results further confirmed a lower degree of hydration and higher alumina incorporation in the C-A-S-H gel in the LC3 comparison to SLSC. The presence of calcium hydroxide was also confirmed in the SLSC blend due to the hydraulic nature of slag that supported the later age conversion of Hc to Mc as not seen in LC3.


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