Interactive Effects of Admixtures on the Compressive Strength Development of Portland Cement Mortars

The interaction effects of four chlorine-free admixtures such as calcium formate (CF), triethanolamine, (TEA), triisopropanolamine (TIPA), and sodium sulfate (SS) on the compressive strength development of Portland cement mortars were investigated based on the design of experiment (DoE). The results...

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Published inBuildings (Basel) Vol. 12; no. 4; p. 422
Main Authors Jia, Jinqing, Wang, Yimu
Format Journal Article
LanguageEnglish
Published Basel MDPI AG 01.04.2022
Subjects
Additives
Cement
Cement hydration
chemical admixture
Chlorine
Compressive strength
Concrete
Curing
design of experiment
Dosage
Mortars (material)
Portland cement
Portland cements
R&D
Research & development
Research methodology
Sodium sulfate
strength development
Triethanolamine
Variables
Variance analysis
China
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Abstract The interaction effects of four chlorine-free admixtures such as calcium formate (CF), triethanolamine, (TEA), triisopropanolamine (TIPA), and sodium sulfate (SS) on the compressive strength development of Portland cement mortars were investigated based on the design of experiment (DoE). The results showed that both the addition of CF and SS contributed significantly to the strength of cement mortars at early curing age. However, the interaction of CF and SS could hinder their respective positive effect on the strength of cement at 1 d. At later curing ages, CF was still beneficial in improving the late strength of cement, but SS had a negative effect on the strength of cement at 28 d. A negative effect of TIPA on the strength of cement was found at 3 d. However, the positive interactive effect of TIPA and CF was sufficient to offset the negative effect of TIPA on the strength of mortars at 3 d if the dosage of CF exceeded 2%. In addition, TEA had a positive influence on 7 d strength until a turning point was reached and the optimum dosage of TEA was approximately 0.013%.
AbstractList The interaction effects of four chlorine-free admixtures such as calcium formate (CF), triethanolamine, (TEA), triisopropanolamine (TIPA), and sodium sulfate (SS) on the compressive strength development of Portland cement mortars were investigated based on the design of experiment (DoE). The results showed that both the addition of CF and SS contributed significantly to the strength of cement mortars at early curing age. However, the interaction of CF and SS could hinder their respective positive effect on the strength of cement at 1 d. At later curing ages, CF was still beneficial in improving the late strength of cement, but SS had a negative effect on the strength of cement at 28 d. A negative effect of TIPA on the strength of cement was found at 3 d. However, the positive interactive effect of TIPA and CF was sufficient to offset the negative effect of TIPA on the strength of mortars at 3 d if the dosage of CF exceeded 2%. In addition, TEA had a positive influence on 7 d strength until a turning point was reached and the optimum dosage of TEA was approximately 0.013%.
Author Jia, Jinqing
Wang, Yimu
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  surname: Wang
  fullname: Wang, Yimu
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CitedBy_id crossref_primary_10_1016_j_conbuildmat_2024_135954
crossref_primary_10_1016_j_cemconcomp_2023_105172
crossref_primary_10_1016_j_jclepro_2024_142167
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ContentType Journal Article
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Snippet The interaction effects of four chlorine-free admixtures such as calcium formate (CF), triethanolamine, (TEA), triisopropanolamine (TIPA), and sodium sulfate...
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SubjectTerms Additives
Cement
Cement hydration
chemical admixture
Chlorine
Compressive strength
Concrete
Curing
design of experiment
Dosage
Mortars (material)
Portland cement
Portland cements
R&D
Research & development
Research methodology
Sodium sulfate
strength development
Triethanolamine
Variables
Variance analysis
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Title Interactive Effects of Admixtures on the Compressive Strength Development of Portland Cement Mortars
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