Experimental Study on the Properties of Chemical Commixtured Concrete

M. Adil Dar*, Madan Chandra Maurya**, Saqib Fayaz***
*,*** Research Scholar, Department of Structural Engineering, Kurukshetra University, Haryana, India.
** Assistant Professor, Civil Engineering, ShriRamswaroop Memorial University, Lucknow, U.P, India.
Periodicity:June - August'2014
DOI : https://doi.org/10.26634/jste.3.2.3015

Abstract

Concrete is the most widely used construction material. It is the second largest consumed material in the world after water. It is used in different ways in the construction industry. It can take any shape it is placed in. This makes concrete a versatile construction material. However during cold weather, if the water in the fresh concrete is allowed to freeze, the concrete will be damaged to such an extent that it is unfit for use. Even if the temperature does not drop below zero, the concrete will not gain strength as quickly as it would during the warmer months. Hence for cold weather concreting we must use an accelerator admixture to speed up the hardening of concrete. An experimental program was undertaken to determine the effect of accelerator admixture on the strength of concrete casted below zero degrees Celsius. Tests on both fresh and hardened concrete were carried out to determine their respective strengths. Different specimens with varying percentage of accelerator admixture and sizes were casted and tested after 7 days and 28 days

Keywords

Keywords: Versatile Material, Cold Weather, Accelerator Admixture, Hardened Concrete, Strengths.

How to Cite this Article?

Dar, A., Maurya, M.C., and Fayaz, S. (2014). Experimental Study on the Properties of Chemical Commixtured Concrete.i-manager’s Journal on Structural Engineering, 3(2), 1-10. https://doi.org/10.26634/jste.3.2.3015

References

[1]. Mario C, Enco (2005). Chemical Admixtures Today, Proceedings of Second International Symposium on Concrete Technology for Sustainable Development with Emphasis on Infrastructure, Hyderabad, India, pp. 527-541.
[2]. M.A. Bhavikatti, V.V. Karjinni (2012). “Interaction of Non- Chloride Hardening Accelerator with Type of Cement and Method of Curing in the Strength Development of Pavement Concrete”, International Journal of Modern Engineering Research, Vol.2, Issue.3, pp-1244-1252.
[3]. M.A. Bhavikatti, V.V. Karjinni (2012). “Combined effect of hardening accelerator and method of curing in the strength development of pavement concrete”, International Journal of Civil and Structural Engineering, Vol. 2, No 4, pp-1060-1069
[4]. Al-Gahtani, A.S., (2010). “Effect of curing methods on the properties of plain and blended cement concretes”, Construction and Building Materials, Vol.24(3), pp 308-314.
[5]. Neville, A.M., (1992). “Properties of concrete”, Longman Scientific and Technical, 3rd edition, USA.
[6]. Topcu, I.B., Toprak, M.U., (2005). “Fine aggregate and curing temperature effect on concrete maturity”, Cement and Concrete Research, Vol. 35(4), pp 758-762.
[7]. Buch, N., Van Dam, T.J., Peterson, K., Sutter, L., (2008). “Evaluation of high-early strength PCC mixtures used in full depth repairs”, Construction and Building Materials, Vol.22(3), pp 162-174.
[8]. Cheung, J. Jeknavorian, A., Roberts, L., Silva, D., (2011). “Impact of admixtures on the hydration kinetics of Portland cement”, Cement and Concrete Research, Vol.41(12), pp1289-1309.
[9]. IS 516: (1959). “Indian Standards Method of test for strength of concrete”, Bureau of Indian Standards, New Delhi.
[10]. IS 383: (1970). “Indian Standards Specification for coarse and fine aggregates from natural sources for concrete”, Bureau of Indian Standards, New Delhi.
[11]. IS 10262: (2009). “Indian Standards guidelines for concrete mix design”, Bureau of Indian Standards, New Delhi.
If you have access to this article please login to view the article or kindly login to purchase the article

Purchase Instant Access

Single Article

North Americas,UK,
Middle East,Europe
India Rest of world
USD EUR INR USD-ROW
Pdf 35 35 200 20
Online 35 35 200 15
Pdf & Online 35 35 400 25

Options for accessing this content:
  • If you would like institutional access to this content, please recommend the title to your librarian.
    Library Recommendation Form
  • If you already have i-manager's user account: Login above and proceed to purchase the article.
  • New Users: Please register, then proceed to purchase the article.