2015
DOI: 10.1016/j.conbuildmat.2015.07.125
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Effect of metakaolin substitution on physical, mechanical and hydration process of White Portland cement

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Cited by 60 publications
(21 citation statements)
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“…The degradation process was defined by three temperature intervals: 0-240 • C (1.08%), 240-500 • C (0.70%) and 500-1000 • C (2.56%). The X-ray diffraction [19] indicated high contents of CaO and SiO 2 , which define the main crystalline compounds of the cement-tricalcium silicate and dicalcium silicate-while the Al is found in small quantities, which determine the presence of the mineralogical compound of tricalcium aluminate, confirmed also by References [47][48][49][50]. Also, the X-ray diffraction of the white cement captures the presence of TiO 2 , which is responsible for the white pigment of the Portland cement [47].…”
Section: Bindersmentioning
confidence: 61%
“…The degradation process was defined by three temperature intervals: 0-240 • C (1.08%), 240-500 • C (0.70%) and 500-1000 • C (2.56%). The X-ray diffraction [19] indicated high contents of CaO and SiO 2 , which define the main crystalline compounds of the cement-tricalcium silicate and dicalcium silicate-while the Al is found in small quantities, which determine the presence of the mineralogical compound of tricalcium aluminate, confirmed also by References [47][48][49][50]. Also, the X-ray diffraction of the white cement captures the presence of TiO 2 , which is responsible for the white pigment of the Portland cement [47].…”
Section: Bindersmentioning
confidence: 61%
“…The biggest load resisted by all samples has not much variation between them, even compared to the control sample M9. In contrast with Subasi and Emiroglu [21], it is impossible to state that flexural strength of unreinforced samples decreases due to the addition of pozzolanic reactive materials such as MK.…”
Section: U N C O R R E C T E D P R O O Fmentioning
confidence: 86%
“…The benefits of producing binary OPC and MK binders has been contradicted by some researchers where they have found poorer effects on concrete and mortar samples with additions of pozzolanic materials. Subasi and Emiroglu [21] stated an inversely proportional decrease in compressive strength by increasing the amount of MK replacement particularly at seven and 28 days of curing. Similarly, Vejmelkova et al [12] highlighted worse results by the age of 28 days in mortar and concrete mixes.…”
Section: Introductionmentioning
confidence: 97%
“…Both water absorption and sorptivity are influenced by the concrete pore size distribution and capillary pore interconnectivity [21]. Various studies [22]- [24] show that incorporating metakaolin in concrete tends to refine concrete pore size, reduce the interconnectivity, but may increase the total porosity.…”
Section: Water Absorption and Sorptivitymentioning
confidence: 99%