Experimental Study on the Use of Basalt Aggregate in High Strength Concrete Mix
International Journal of Civil Engineering |
© 2015 by SSRG - IJCE Journal |
Volume 2 Issue 6 |
Year of Publication : 2015 |
Authors : I. Siva Kishore, Ch.Mallika Chowdary |
How to Cite?
I. Siva Kishore, Ch.Mallika Chowdary, "Experimental Study on the Use of Basalt Aggregate in High Strength Concrete Mix," SSRG International Journal of Civil Engineering, vol. 2, no. 6, pp. 21-24, 2015. Crossref, https://doi.org/10.14445/23488352/IJCE-V2I6P105
Abstract:
The purpose of this paper is to investigate the feasibility of using basalt aggregates in concrete mixes. Concrete is the most important engineering material and the addition or replacement of some of the materials may change the properties of the concrete. In recent years a lot of research work has been carried out in order to obtain more durable and long term performance of concrete structures in the dynamic environment. An experimental program is set up to test the effect of basalt aggregate content and its combinations with lime stone with variation of percentages in concrete mixes. Different aggregate percentage combinations were used in this study for basalt and limestone (0%,100%) ,(25%,75%) ,(50%,50%) ,(75%,25%) ,(100%,0%) respectively. The laboratory investigation included measurement of compressive strength and workability. In addition the source aggregate properties were considered in this study: Los Angeles abrasion, specific gravity and absorption for coarse aggregates and fine aggregate. The result of this investigation indicate a general improvement in mix properties with the introduction of basalt aggregates in the mix.’
Keywords:
basalt aggregate, concrete mixes, high strength, workability
References:
[1] Rozalija kozul, DavidDarwin, Effects of aggregate type, size, and Content on concrete strength and fracture energy, university of Kansas center for research, INC. Lawrence, Kansas, 1997
[2] Hamadallah Mohammad Al-Baijat ,The Use of Basalt Aggregates in Concrete Mixes in Jordan, ,Jordan Journal of Civil Engineering, Volume 2, No. 1, 2008
[3] Hadeel Maiah, Ghazi Al-Khateeb, Effect of basalt and limestone aggregate combinations on Superpave aggregate properties
[4] IS 12269 (1987): Specification for 53 grade ordinary Portland cement (BI-LINGUAL) [CED 2: Cement and Concrete]
[5] IS: 383-1970 (Second Revision), Specifications for Coarse and Fine Aggregates from Natural Resources for Concrete.
[6] P. D. Kumbhar and P. B. Murnal ,A New Mix Design Method For High Performance Concrete Under Tropical Concrete, ,Asian Journal of Civil Engineering (BHRC) Vol. 15, No. 3 (2014).
[7] IS: 10262-2009 (first revision), Concrete Mix Proportioning Guidelines
[8] de Larrard, F and Malier, Y, “Engineering Properties of Very High Performance Concretes” High-Performance Concrete - From Material to Structure,(Editor- Malier), E&FN Spon, 1994, London, pp 85 -114.
[9] Hamadallah M. Al-Baijat Comparison between Composite Beam of Limestone and Basalt Concrete Jordan Journal of Civil Engineering, Volume 3, No. 3, 2009
[10] IS: 456 – 2000 (Fourth Revision) Indian Standard Plain and Reinforced Concrete Code of Practice.
[11] Aitcin, P.C., “High-performance Concrete”, E & FN Spon, UK, 1998
[12] Rosenbaum, M. and Skene, M. 1995. Airfield Pavement Construction Using Basalt Aggregate, Bulletin-International Association of Engineering Geology, 51:71–79.