Dada S. Patil  1, Shrishail B. Anadinni2, and Anand V. Shivapur3

1Research Scholar, VTU, Belagavi, Assistant Professor, Department of Civil Engineering, Anjuman-I-Islam’s Kalsekar Technical Campus, School of Engineering and Technology, Plot 2 & 3, Sector 16, Thana Naka, Khandagao, New Panvel, Navi Mumbai, India
2Professor and Associate Dean (Core Branches), School of Engineering, Presidency University, Rajanakunte, Yelahanka, Bengaluru, India
3Professor, Department of Civil Engineering, Centre for PG studies, Visvesvaraya Technological University, Belagavi


 

Received: November 2, 2021
Accepted: February 12, 2022
Publication Date: June 3, 2022

 Copyright The Author(s). This is an open access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited.


Download Citation: ||https://doi.org/10.6180/jase.202303_26(3).0001  


ABSTRACT


In this experimental work, evaporation, degree of hydration, capillary porosity, total porosity and gel/space ratio of hardened state of Ordinary Portland Cement (OPC) of 53 grade, incorporated with Polyethylene Glycol 400 (PEG 400) have been investigated. Curing periods considered were 3, 7 and 28 days. As the Self-Curing concretes of M20 grade with 0.55 water-cement ratio and M50 grade with 0.34 water-cement ratio were being produced in the laboratory, the water-cement ratios considered for this laboratory work were also 0.34 and 0.55. Average molecular mass of Self-Curing chemical was 400. Its dosages were 1%, 1.5% and 2% by mass of dry cement. The conventional cement paste cubes were cured by placing under water. However, cubes with PEG 400 were kept in an open air in the laboratory to self-cure. Experimental work showed that PEG 400 proved to be an effective Self-Curing chemical by retaining water, thereby reducing the evaporation, maintaining the adequate degree of hydration, exhibiting capillary porosity, total porosity and gel/space ratio values on par with the water-cured cement paste at both the water-cement ratios.


Keywords: Insufficient moisture conditions, permeability, chemical reactions, hydration products, relative humidity, shrinkage, etc.


REFERENCES


  1. [1] E.-D. A.S., (2007) “Self-curing concrete: Water retention, hydration and moisture transport" Construction and Building Materials 21(6): 1282–1287. DOI: 10.1016/j.conbuildmat.2006.02.007.
  2. [2] IS 6461 (Part VII) Glossary of Terms Relating to Cement Concrete, Part VII, Mixing, Laying, Compaction, Curing and other Construction Aspects. Indian Standard. Bureau of Indian Standards, 1973 (Reaffirmed 2002).
  3. [3] P. C. Taylor. Curing concrete. CRC press, 2013.
  4. [4] P. Aitcin, (2003) “The durability characteristics of high performance concrete: a review" Cement and concrete composites 25(4-5): 409–420.
  5. [5] S. D., D. Y., S. K., and B. B., (2017) “Application of SAP and PEG as curing agents for ordinary cement-based systems: impact on the early age properties of paste and mortar with water-to-cement ratio of 0.4 and above" European Journal of Environmental and Civil Engineering 21(10): 1237–1252. DOI: 10.1080/19648189.2016.1160843.
  6. [6] B. Mather, (2001) “Self-curing concrete, why not?" Concrete International 23(1): 46–47.
  7. [7] H. R., B. D., N. T., and W. J., (2009) “Volume change and cracking in internally cured mixtures made with saturated lightweight aggregate under sealed and unsealed conditions" Cement and Concrete Composites 31(7): 427–437. DOI: 10.1016/j.cemconcomp.2009.04.003.
  8. [8] G. S., W. M., L. P., S. M., and A. B., (2013) “An investigation on the use of zeolite aggregates for internal curing of concrete" Construction and Building Materials 40: 135–144. DOI: 10.1016/j.conbuildmat.2012.10.009.
  9. [9] A. Committee. “Guide to curing concrete (ACI 308R–01, Re-approved 2008)”. In: American Concrete Institute. 2001.
  10. [10] L. P., J. O.M., and I. S.-I., (2007) “Experimental observation of internal water curing of concrete" Materials and Structures/Materiaux et Constructions 40(2): 211–220. DOI: 10.1617/s11527-006-9132-x.
  11. [11] W. J., D. R.K., and L. M., (1994) “Membrane curing of concrete: Moisture loss" Cement and Concrete Research 24(8): 1463–1474. DOI: 10.1016/0008-8846(94) 90160-0.
  12. [12] D. R.K., H. P.C., L. J.S., and D. T.D., (1994) “An investigation into the feasibility of formulating ’self-cure’ concrete" Materials and Structures 27(10): 606–615. DOI: 10.1007/BF02473130.
  13. [13] M. J. Kumar, M. Srikanth, and K. J. Rao, (2012) “Strength characteristics of self-curing concrete" Nature 20: M40.
  14. [14] J. O.M. and H. P.F., (2001) “Autogenous deformation and RH-change in perspective" Cement and Concrete Research 31(12): 1859–1865. DOI: 10 . 1016/S0008-8846(01)00501-4.
  15. [15] M. Geiker. “Studies of Portland cement hydration by measurements of chemical shrinkage and a systematic evaluation of hydration curves by means of the dispersion model". (phdthesis). Technical University of Denmark, 1983.
  16. [16] R. Henkensiefken, P. Briatka, D. Bentz, T. Nantung, J.Weiss, et al., (2010) “Plastic shrinkage cracking in internally cured mixtures made with pre-wetted lightweight aggregate" Concrete international 32(2): 49–54.
  17. [17] H. R., C. J., B. D., N. T., and W. J., (2009) “Water absorption in internally cured mortar made with waterfilled lightweight aggregate" Cement and Concrete Research 39(10): 883–892. DOI: 10.1016/j.cemconres.2009.06.009.
  18. [18] A. Francis and J. John, (2013) “Experimental Investigation on Mechanical Properties of Self Curing Concrete" International Journal of Emerging 3: 641–647p.
  19. [19] K. Vedhasakthi and M. Saravanan, (2014) “Development of normal strength and high strength self curing concrete using super absorbing polymers (Sap) and comparison of strength characteristics" International Journal of Research in Engineering and Technology 3(10):310–316.
  20. [20] A. Neville and J. Brooks, (2010) “Concrete technology (the second edition)" British library, England: 6–20.
  21. [21] M. Shetty, (2005) “Concrete Technology Theory & Practice, Published by S" CHAND & Company, Ram Nagar, New Delhi:
  22. [22] E. G. Nawy. Concrete construction engineering handbook (Second Edition). CRC press, 2008.
  23. [23] S. Werber and H. Reinhardt. “Various curing methods applied to high-performance concrete with natural and blended aggregates”. In: 4th International Symposium on Utilization of High Strength/High Performance Concrete, Paris. 1996.
  24. [24] IS 12269 Ordinary Portland Cement 53 Grade-Specification (First Revision). Indian Standard. Bureau of Indian Standards, 2013.
  25. [25] IS 456 Plain and Reinforced Concrete- Code of Practice (Fourth Revision). Indian Standard. Bureau of Indian Standards, 2000 (Reaffirmed 2005).
  26. [26] I. Soroka, (1980) “Portland Cement Paste and Concrete-Chemical Publishing Co’" New York: