Influence of Coarse Aggregate Gradation on the Mechnical Properties of Concrete, Part I: No-Fines Concrete
It is well-accepted fact that in concrete construction, the self-weight of the structure is a major part of its total load. Reduction in the unit weight of the concrete results in many advantages. The structural lightweight aggregate concrete (LWAC) of adequate strength is now very common in use. In frame structures, the partition walls are free of any loading, where the construction of these non-structural elements with lightweight concrete of low strength would lead to the subsequent reduction of the overall weight of the structure. No-fines concrete is one of the forms of lightweight concrete and it is porous in nature. It can be manufactured similarly as normal concrete but with only coarse aggregates and without the sand. Thus, it has only two main ingredients; the coarse aggregates and the cement. The coarse aggregates are coated with a thin cement paste layer without fine sand. This is a detailed experimental study carried on NFC with fixed cement to the aggregate proportion of 1:6 with w/c 0.40 ratio. In this study, coarse aggregate of various gradations (7-4.75) mm, (10-4.75) mm, (10-7) mm, (13-4.74) mm, (10-7) mm, (13-4.75) mm, (13-10) mm, (13-7) mm, (20-4.75) mm, (20-7) mm, (20-10) mm, (20-13) mm, are used, where prefix and suffix show the maximum and minimum size of the aggregate. The cube and cylinder specimens of standard sizes are cast to determine the compressive strength and splitting tensile and the specimens are cured in water up to the age of testing (28 days).
B. Alam, M. Javed, Q. Ali, N. Ahmad, M. Ibrahim, “Mechanical properties of no-fines bloated slate aggregate concrete for construction application, experimental study”, International Journal for Computational Civil and Structural Engineering, Vol. 3, No. 2, pp. 302-312, 2012
R. Lomte, “A review on study and analysis of strength, permeability and void ratio of pervious concrete”, International Journal for Research in Applied Science & Engineering Technology, Vol. 6, No. 1, pp. 1717-1720, 2018 DOI: https://doi.org/10.22214/ijraset.2018.1263
A. Muneeb, M. A. Memon, M. A. Bhutto, A. Lakho, I. A. Halepoto, A. N. Memon, “Effects of uncrushed aggregate on the mechanical properties of no-fines concrete”, Engineering, Technology & Applied Science Research, Vol. 8, No. 3, pp. 2882-2886, 2018 DOI: https://doi.org/10.48084/etasr.1976
S. Ali, S. Kacha, “Correlation among properties of no fines concrete–A review”, International Journal of Advance Engineering and Research Development, pp. 87-91, 2017
G. Yuvaraj, K. Sundaravadivelu, P. Vembuli, R. Shankaranarayanan, E. Ramya, “A study on compressive strength of pervious concrete by varying the size of aggregate”, International Journal of Engineering Science and Computing, Vol. 7, No. 4, pp. 10149-10152, 2017
K. B. Thombre, A. B. More, S. R. Bhagat, “Investigation of strength and workability in no-fines concrete”, International Journal of Engineering and Technical Research, Vol. 5, No. 9, pp. 390-393, 2016
G. Divya, L. Reena, “An experimental stduies on behaviour of pervious concrete by using addition of admixtures”, International Research Journal of Engineering and Technology, Vol. 4, No. 3, pp. 2366-2370, 2017
P. P. Pragnya, K. B. Parikh, A. R. Darji, “A review on experimental investigation of pervious concrete using alternate materials”, Journal of Emerging Technologies and Innovative Research, Vol. 4, No. 3, pp. 68-70, 2017
C. H. S. Priyanka, “Experimental analysis on high strength pervious concrete”, International Journal of Advances in Mechanical and Civil Engineering, Vol. 4, No. 2, pp. 9-13, 2017
U. M. Muthaiyan, S. Thirumalai, “Studies on the Properties of Pervious Fly Ash–Cement Concrete as a Pavement Material”, Civil & Environmental Engineering, Vol. 4, No. 1, Article ID 1318802, 2017 DOI: https://doi.org/10.1080/23311916.2017.1318802
K. R. Balsaraf, D. R. Kurhade, K. A. Varpe, N. S. Lohote, D. S. Mehetre, “A review paper on no fines concrete”, International Journal Of Engineering Sciences & Management, Vol. 7, No. 1, pp. 293-303, 2017
M. Kovac, A. Sicakova, “Pervious Concrete as a Sustainable Solution for Pavements in Urban Areas”, 10th International Conference Environmental Engineering, Vilnius, Lithuania, April 27-28, 2017 DOI: https://doi.org/10.3846/enviro.2017.031
D. S. Shah, J. Pitroda, “An experimental study on durability and water absorption properties of pervious concrete”, International Journal of Research in Engineering and Technology, Vol. 3, No. 3, pp. 439-444, 2014 DOI: https://doi.org/10.15623/ijret.2014.0303082
I. Barisic, M. Galic, I. N. Grubesa, “Pervious Concrete Mix Optimization for Sustainable Pavement Solution”, IOP Conference Series: Earth and Environmental Science, Vol. 90, Article ID 012091, 2017 DOI: https://doi.org/10.1088/1755-1315/90/1/012091
M. Nallanathel, B. Ramesh, P. H. Vardhan, “Effect of water cement ratio in pervious concrete”, Journal of Chemical and Pharmaceutical Sciences, Vol. 6, pp. 200-203, 2017
K. B. Thombre, A. B. More, S. R. Bhagat, “Investigation of strength and workability in no-fines concrete”, International Journal of Engineering Research & Technology, Vol. 5, No. 9, pp. 390-393, 2016 DOI: https://doi.org/10.17577/IJERTV5IS090206
W. T. Kuo, C. C. Liu, D. S. Su, “Use of washed municipal solid waste incinerator bottom ash in pervious concrete”, Cement and Concrete Composites, Vol. 37, pp. 328-335, 2013 DOI: https://doi.org/10.1016/j.cemconcomp.2013.01.001
M. A. Alam, S. Naz, “Experimental study on properties of no-fine concrete”, International Journal of Informative & Futuristic Research, Vol 2, No. 10, pp. 3687-3694, 2015
MetricsAbstract Views: 276
PDF Downloads: 167
Authors who publish with this journal agree to the following terms:
- Authors retain the copyright and grant the journal the right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) after its publication in ETASR with an acknowledgement of its initial publication in this journal.