Influence of Dicalcium Silicate and Tricalcium Aluminate Compounds in Different Local Cement Brands on the Compressive Strength of Normal Concrete

Article Preview

Abstract:

The mould-ability of concrete into intricate forms and the versatility of its constituent materials has made concrete to be the most preferred construction material. However, in developing nations such as Nigeria, poor quality of concrete is listed among the common causes of building collapse. Thus, this study investigated the effects of chemical compounds of four commonly used local ordinary Portland cement brands on the compressive strength of normal concrete. The cement was labelled brands A, B, C, and D, respectively, while all the other constituent materials remained constant in this study. The HACH DR 200 direct reading spectrophotometer method was used to analyze the composition of the oxide in each of the cement samples, while the Bogue composition formula was used to estimate the compound compositions of the cement samples. A designed mix proportion of 1:2:4 (cement: sand: granite) at water-cement ratio (w/c) of 0.6 was used to produce the concrete with an expected target strength of 25 N/mm2. Also, the initial and final setting time of the cement samples and the workability of the concrete mixes were determined. Forty-Eight (48) numbers cube samples were cast and tested for compressive strength at 3, 7, 14, and 28 curing days, respectively, using a 150 mm concrete cubes. The result shows the setting time of the cement samples to be within an acceptable period. Also, results indicated that the cement brands have a significant percentage of Tricalcium Silicate (C3S) content and low percentage Dicalcium Silicate (C2S) content responsible for faster hydration rate and higher early strength gain of the concrete. However, it was observed that a higher percentage of Tricalcium aluminate (C3A) leads to higher strength gain from 7 to 28 days of curing age.

You might also be interested in these eBooks

Info:

Periodical:

Solid State Phenomena (Volume 318)

Pages:

59-69

Citation:

Online since:

May 2021

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2021 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] U. SYilmaza and H. Turken, The effects of various curing materials on the compressive strength characteristic of the concretes produced with multiple chemical admixtures Scientia Iranica A 19 (2012), 77–83.

DOI: 10.1016/j.scient.2011.11.038

Google Scholar

[2] V. Penttala. Concrete and sustainable development, ACI Materials Journal, (1997) 409– 416.

Google Scholar

[3] Z. Li, Advanced Concrete Technology, John Wiley & Sons, Inc., Hobo-ken, New Jersey, (2011).

Google Scholar

[4] O. M Olofinnade, J.M. Ndambuki, A.N. Ede, D.O. Olukanni, Effect of Substitution of Crushed Waste Glass as Partial Replacement for Natural Fine and Coarse Aggregate in Concrete, Materials Science Forum, 866(2016), pp.58-62.

DOI: 10.4028/www.scientific.net/msf.866.58

Google Scholar

[5] A.N Ede, G.O Bamigboye, O.M Olofinnade, and K.K Shittu, Influence of Portland cement brands and aggregates sizes on the compressive strength of normal concrete. Materials Science Forum 866 (2016), 78-82.

DOI: 10.4028/www.scientific.net/msf.866.78

Google Scholar

[6] O.M Olofinnade, J.M Ndambuki, A.N Ede, and C. Booth, Application of waste glass powder as a partial cement substitute towards more sustainable concrete production. Int J Eng Res Afr 31(2017), 77–93.

DOI: 10.4028/www.scientific.net/jera.31.77

Google Scholar

[7] A.N Ede, O.M Olofinnade, E.I Ugwu, and A.O Salau, Potentials of Momordica angustisepala fiber in enhancing strengths of normal portland cement concrete Cogent Engineering 5(2018), 1431353, 1-17.

DOI: 10.1080/23311916.2018.1431353

Google Scholar

[8] A.M Neville and J. J. Brooks, Concrete Technology, Logman scientific and Technical, New York (1993).

Google Scholar

[9] A.N Ede, O.M Olofinnade, G.O Bamigboye, K.K Shittu and E.I Ugwu, Prediction of fresh and hardened properties of normal concrete via choice of aggregate sizes, concrete mix-ratios and cement International Journal of Civil Engineering and Technology, 8(2017), 288-301.

DOI: 10.4028/www.scientific.net/msf.866.78

Google Scholar

[10] A.N Ede and G. Pascale, Structural Damage Assessment of FRP Strengthened Reinforced Concrete Beams under Cyclic Loads, Materials Science Forum, 866 (2016), 139-142.

DOI: 10.4028/www.scientific.net/msf.866.139

Google Scholar

[11] A.N Ede, G.O. Bamigboye, D.O. Omole, O.M. Olofinnade, D.O. Omole, G. Adeyemi, B.U. Ngene. Impact of Reliable Built Structures in Driving the Sustainable Development Goals: a look at Nigerian Building Structures, Proceeding, International Conference on African Development Issues (CU-ICADI) Ota-Nigeria, 11-13 May 2016, pp.369-372.

Google Scholar

[12] International Energy Atomic Agency training Course series 17, Guide Book on Non-Destructive Testing of Concrete Structures, IAEA, Vienna IAEA-TCS-7 ISSN 1018-5518, (2002).

Google Scholar

[13] A. M Neville, Properties of concrete. Prentice Hall, Fifth Edition, ISBN: 9780273786337, (2012).

Google Scholar

[14] J.D Macfadyen, Cement and cement raw materials. (2006) 1121-1136 in Industrial Minerals and Rocks 7th edition. Edited by J. E. Kogel, N. C., Trivedi, J. M.

Google Scholar

[15] H. Wansborough, G. Slocombe and D. Gallop, The Manufacture of Portland Cement. (1990). The Cement and Concrete Association of New Zealand.

Google Scholar

[16] J. Bensted and P. Barnes, Structure and Performance of Cements, 2nd Edition - CRC Press (2001).

Google Scholar

[17] S.K Duggal, Building Materials, New Age International Limited Publishers, 3rd edition, New Delhi, (2008).

Google Scholar

[18] IS 383. Coarse and Fine Aggregate for Concrete - Specification: Bureau of Indian Standards, (2016).

Google Scholar

[19] S. Popovics, Concrete materials: properties, specifications, and testing, Park Ridge, NJ: Noyes Publications, (1992).

Google Scholar

[20] ASTM C125-18B, Standard Terminology Relating to Concrete and Concrete Aggregates, ASTM International, West Conshohocken, PA, (2018).

Google Scholar

[21] S. Mindess, J.F Young and D. Darwin, Concrete, 2nd ed., Upper Saddle River, NJ; USA, Pearson Education, (2003).

Google Scholar

[22] ASTM C360-Standard Test Method for Ball Penetration in fresh Portland cement concrete, ASTM International, West Conshohocken, PA, (1991).

Google Scholar

[23] BS EN 12350-2. Testing of fresh concrete: part 2: slump test. European Committee for Standardization. British Standard Institute, London, (2009).

Google Scholar

[24] BS EN 12390-3. Testing hardened concrete: part 3: compressive strength of test specimens. European Committee for Standardization. British Standard Institute, London, (2002).

Google Scholar