Ali MARDANI AGHABAGLOU, Süleyman ÖZEN, Muhammet Gökhan ALTUN, Zia Ahmad FAQIRI

Effect of water curing temperature on compressive strength development and water absorption capacity of mortar mixtures

In this study, the effect of different curing temperature processes on the 1, 3, 7 and 28-day compressive strength and 28-day water absorption ratios of mortar mixtures were investigated. All mortar mixtures were prepared according to ASTM C109. The water/cement ratio, sand/binder ratio and flow values of mortar mixture were kept constant as 0.485, 2.75 and 25±2 cm, respectively. Polycarboxylate ether-based high range water reducing admixture was used for providing desired flow value. All mortar mixtures were cured at fresh state in a curing room under the same conditions (Temperature of 20˚C and Relative humanity (RH) of 95%) during 24 hours from casting. Then, specimens were subjected to 6 different water-curing conditions. According to test results, the 3-day compressive strength of mixtures cured in water having a temperature of 40ºC was higher than that of mixtures cured at 20ºC in water. At early ages, the high curing temperature negatively affected the 7 and 28-day compressive strength of mixtures. Specimens cured in water at 20ºC and 40ºC had the highest and lowest 28-day compressive strengths, respectively. Different curing conditions had no significant effect on the 28-day water absorption ratios of mortar mixtures.

Keywords:

Mortar mixture curing conditions, water absorption, water curing temperature, compressive strength.,

PDF

___

[1] Bingöl, A. F., & Tohumcu, İ. (2013). Effects of different curing regimes on the compressive properties of self-compacting concrete incorporating fly ash and silica fume. Materials and Design, 51, 12-18.
[2] Ozer, B., & Ozkul, M. H. (2004). The influence of initial water curing on the strength development of ordinary Portland and pozzolanic cement concretes. Cement and Concrete Research, 34(1), 13-18.
[3] Tasdemir, C. (2003). Combined effects of mineral admixtures and curing conditions on the sorptivity coefficient of concrete. Cement and Concrete Research, 33, 1637-1642.
[4] Hiremath, P. N., & Yaragal, S. C. (2017). Effect of different curing regimes and durations on early strength development of reactive powder concrete. Construction and Building Materials, 154, 72-87.
[5] Ismail, S., Kwan, W. H., & Ramli, M. (2017). Mechanical strength and durability properties of concrete containing treated recycled concrete aggregates under different curing conditions. Construction and Building Materials. 155, 296-306.
[6] Jiang, P., Jiang, L., Zha, J., & Song, Z. (2017). Influence of temperature history on chloride diffusion in high volume fly ash concrete. Construction and Building Materials, 144, 677-685.
[7] Zanotti, C. Z., Borges, P. H. R., Bhutta, A., & Banthia, N. (2017). Bond strength between concrete substrate and metakaolin geopolymer repair mortar: Effect of curing regime and PVA fiber reinforcement. Cement and Concrete Composites, 80, 307-316.
[8] Beushausen, H., & Bester, N. (2016). The influence of curing on restrained shrinkage cracking of bonded concrete overlays. Cement and Concrete Research, 87, 87-96.
[9] Zhang, Z., Wang, Q., & Chen, H. (2016). Properties of high volume limestone powder concrete under standard curing and steam curing conditions. Powder Technology, 301, 16-25.
[10] Kocab, D., Kucharczykova, B., Misak, P., Zitt, P., & Kralikova, M. (2016). Development of the elastic modulus of concrete under different curing conditions. 18th International Conference on Rehabilitation and Reconstruction of Buildings, 195, 96-101.
[11] Orosz, K., Hedlund, H., & Cwirzen, A. (2017). Effects of variable curing temperatures on autogenous deformation of blended cement concretes. Construction and Building Materials, 149, 474-480.
[12] Zhang, Z., Zhang, B., & Yan, P. (2016). Hydration and microstructures of concrete containing raw or densified silica fume at different curing temperatures. Construction and Building Materials, 121, 483-490.
[13] Turuallo, G., & Soutsos, M. (2015). Supplementary cementitious materials: Strength development of self-compacting concrete under different curing temperature. The 5th International Conference of Euro Asia Civil Engineering Forum, 125, 699-704.
[14] Nasir, M., Al-Amoudi, O. S. B., & Maslehuddin, M. (2017). Effect of placement temperature and curing method on plastic shrinkage of plain and pozzolanic cement concretes under hot weather. Construction and Building Materials, 152, 943-953.
[15] Aparicio, S., Ramirez, S. M., Ranz, J. Fuente J. V., & Hernandez, M. G. (2016). Microstructural and mechanical properties study of the curing process of self-compacting concrete. Materials and Design, 94, 479-486.
[16] Mostefinejad, D., Nikoo, M. R., & Hosseini, S. A. (2016). Determination of optimized mix design and curing conditions of reactive powder concrete (RPC). Construction and Building Materials, 123, 754-767.
[17] Neupane, K., Sriravindrarajah, R., Baweja, D., & Chalmers, D. (2015). Effect of curing on the compressive strength development in structural grades of geocement concrete. Construction and Building Materials, 94, 241-248.
[18] Kallel, H., Carre, H., Borderie, C. L., Masson, B., & Tran, N. C. (2017). Effect of temperature and moisture on the instantaneous behaviour of concrete. Cement and Concrete Composites, 80, 326-332.
[19] Nguyen, L. H., Beaucour, A. L., Ortola, S., & Noumowe, A. (2017). Experimental study on the thermal properties of lightweight aggregate concretes at different moisture contents and ambient temperatures. Construction and Building Materials, 151, 720-731.
[20] Shoukry, S. N., William, G. W., Downie, B., & Riad, M. Y. (2011). Effect of moisture and temperature on the mechanical properties of concrete. Construction and Building Materials, 25, 688-696.
[21] Yazici, S., & Sezer, G. I. (2016). Farklı kür yöntemlerinin uçucu kül içeren harçların eğilme ve basınç dayanımına etkisi. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, 22(6), 396-399.
[22] Haghighatnejad, N., Mousavi, S. Y., Khaleghi, S. J., Tabarsa, A., & Yousefi, S. (2016). Properties of recycled PVC aggregate concrete under different curing conditions. Construction and Building Materials, 126, 943-950.
[23] Bouziadi, F., Boulekbache, B., & Hamrat, M. (2016). The effects of fibres on the shrinkage of high-strength concrete under various curing temperatures. Construction and Building Materials, 114, 40-48.
[24] Hong, S. (2017). Influence of Curing Conditions on the Strength Properties of Polysulfide Polymer Concrete. Applied Sciences, 7(8), 833.
[25] Zheng, X., Ji, T., Easa, S. M., & Ye, Y. (2018). Evaluating feasibility of using sea water curing for green artificial reef concrete. Construction and Building Materials, 187, 545-552.
[26] Meloleepszyj, D. (1992). The effect of variable curing conditions on the properties of mortars with silica fume. ACI SP-132, 2, 1075-1087.
[27] Özcan, F., Atiş, C. D., Karahan, O., & Bilim, C. Silis dumaninin ve kür şartlarinin harç basinç dayanimina etkisi.
[28] Toutanji, H. A., & Bayasi, Z. (1999). Effect of curing procedures on properties of silica fume concrete. Cement and Concrete research, 29(4), 497-501.
[29] Atiş, C. D., Özcan, F., Kılıc, A., Karahan, O., Bilim, C., & Severcan, M. H. (2005). Influence of dry and wet curing conditions on compressive strength of silica fume concrete. Building and environment, 40(12), 1678-1683.
[30] Ramezanianpour, A. A., & Malhotra, V. M. (1995). Effect of curing on the compressive strength, resistance to chloride-ion penetration and porosity of concretes incorporating slag, fly ash or silica fume. Cement and concrete composites, 17(2), 125-133.
[31] Dayanidhy. S., Balasundaram. N. (2017). Study on effects of curing techniques on durability properties of self-compacting concrete with metakaolin. International Journal of Civil Engineering and Technology, 8(8), 790–797.
[32] Matschei, T., & Glasser, F. P. (2010). Temperature dependence, 0 to 40 C, of the mineralogy of Portland cement paste in the presence of calcium carbonate. Cement and Concrete Research, 40(5), 763-777.
[33] Wang, P. M., & Liu, X. P. (2011). Effect of temperature on the hydration process and strength development in blends of Portland cement and activated coal gangue or fly ash. Journal of Zhejiang University-SCIENCE A, 12(2), 162-170.
[34] Elkhadiri, I., Palacios, M., & Puertas, F. (2009). Effect of curing temperature on cement hydration. Ceramics-Silikáty, 53(2), 65-75.
[35] Xu, L., Wu, K., Rößler, C., Wang, P., & Ludwig, H. M. (2017). Influence of curing temperatures on the hydration of calcium aluminate cement/Portland cement/calcium sulfate blends. Cement and Concrete Composites, 80, 298-306.
[36] Chini, A. R., & Acquaye, L. (2005). Effect of elevated curing temperatures on the strength and durability of concrete. Materials and structures, 38(7), 673-679.
[37] Lothenbach, B., Matschei, T., Möschner, G., & Glasser, F. P. (2008). Thermodynamic modelling of the effect of temperature on the hydration and porosity of Portland cement. Cement and Concrete Research, 38(1), 1-18.
[38] Escalante-Garcia, J. I., & Sharp, J. H. (1998). Effect of temperature on the hydration of the main clinker phases in Portland cements: Part I, neat cements. Cement and concrete research, 28(9), 1245-1257.
[39] Escalante‐Garcia, J. I., & Sharp, J. H. (1999). Variation in the Composition of C‐S‐H Gel in Portland Cement Pastes Cured at Various Temperatures. Journal of the American Ceramic Society, 82(11), 3237-3241.
[40] Escalante-Garcıa, J. I., & Sharp, J. H. (2001). The microstructure and mechanical properties of blended cements hydrated at various temperatures. Cement and Concrete Research, 31(5), 695-702.
[41] Lam, L., Wong, Y. L., & Poon, C. S. (2000). Degree of hydration and gel/space ratio of high-volume fly ash/cement systems. Cement and Concrete Research, 30(5), 747-756.

Sigma Mühendislik ve Fen Bilimleri Dergisi-Cover

ISSN: 1304-7191
Yayın Aralığı: Yılda 4 Sayı
Yayıncı: Yıldız Teknik Üniversitesi

Arşiv