Research Articles | Challenge Journal of Concrete Research Letters

Effect of Flyash and Waste Rubber on Properties of Concrete composite

Anu Bala, V. K. Sehgal, Babita Saini

Abstract


Increasing use of waste materials like flyash, scrap tyre rubber etc, in construction industry has reduced the handling and disposal problems of these wastes. Flyash and scrap tyre rubbers are generally, employed to develop light weight and low strength concrete composites. The present work discusses the influence of flyash and waste tyre rubber particles on the behaviour of concrete composite. The rubber content has been taken in the range of 0 to 40% as replacement of fine and coarse aggregates while the flyash has been varied from 0 to 30% for cement. Testing of the concrete specimen prepared under different percentage of flyash and rubber waste was performed at 28 days of age for workability, density, compressive and bond strength. Experimental results show that the density, compressive strength and bond strength decreases while workability increases with increasing rubber content. Addition of flyash also decreases the density and compressive strength.

Keywords


light weight concrete composite; flash; scrap tire rubber

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References


Siddique, R., and Naik, T. R., Properties of concrete containing scrap-tire rubber- An overview, Journal of Waste Management, 2000, 24, pp 563-569.

Ganjian, E., Khorami, M., and Maghsoudi, A. A., Scrap-tyre rubber replacement for aggregate and filler in concrete, Construction and Building Materials, 2009, 23 (5), pp 1828-1836.

Siddique, R., Khatib, J., and Kaur, I., Use of recycled plastic in concrete: A review, Waste Management, 2008, 28, pp 1835–1852.

Yilmaz, A., and Degirmenci, N., Possibility of using waste tire rubber and flyash with Portland cement as construction materials, Waste Management, 2009, 29(5), pp 1541-1546.

Crouch, L.K., Hewitt, R., and Byard, B., High Volume Flyash Concrete, World of Coal Ash (WOCA), Northen Kentucky, USA, 2007, May 7-10 pp 1-14.

Naik, T. R., and Singh, S. S., Utilization of discarded tires as construction materials for transportation facilities. Report No.CBU-1991-02, UWM Centre for By-products Utilization, University of Wisconsin-Milwaukee, Milwaukee, 1991, pp.16.

Naik, T. R., and Chun, Y. M., Use of Class C fly ash in Cement-Based Construction Materials. Report no CBU-2003-33, Rep-527. Tenth International Conference on Ashes from Power Generation, Warsaw, Poland, 2003.

Cao, W., Study on properties of recycled tire rubber modified asphalt mixtures using dry process. Construction and Building Materials, 2007, 21, pp 1011–1015.

Eldin, N. N., and Senouci, A. B., Rubber-tire particles as concrete aggregate. Journal of Material in Civil Engineering, ASCE, 1993, 5(4), pp 478-496.

Topcu, I. B., The properties of rubberized concrete. Cement and Concrete Research, 1995, 25(2), pp 304–310.

Raghavan, D., Huynh, H., and Ferraris, C., Workability, mechanical properties and chemical stability of a recycled tyre rubber filled cementitious composite. Journal of Material Science, 1998, 33, pp 1745–52.

Lee, H. S., Lee, H., Moon, J. S., and Jung, H. W., Development of tire added latex concrete. ACI Materials Journal, 1998, 95(4), pp 356–364.

Topcu, I. B., and Avcular, N., Collision behaviours of rubberized concrete. Cement and Concrete Research, 1997, 27 (12), pp 1893–1898.

Balaha, M., Badawy, A., and Hashish, M., Effect of using ground waste tire rubber as fine aggregates on the behaviour of concrete mixes. Indian Journal of Engineering and Material Sciences, 2007, 14, pp 427-435.

Atahan, A. O, and Sevim U. K., Testing and comparison of concrete barriers containing shredded waste tire chip. Materials Letter, 2008, 62 (21-22), pp 3754-57.

Turatsinze, A., Granju, J. L., and Bonner, S., Positive energy between steel-fibres and rubber aggregates: effect on the resistance on the resistance of cement-based mortars to shrinkage cracking. Cement Concrete research, 2006, 36(9), pp 1692-97.

Turatsinze, A., Bonner, S., and Granju, J. L., Potential of rubber aggregates to modify properties of cement based-mortar: improvement in cracking shrinkage resistance. Construction and Building Materials, 2007, 21(1), pp 176-81.

Benazzouk, A., Douzane, O., Mezreb, K., Laidoudi, B., and Queneudec, M., Thermal conductivity of cement composites containing rubber waste particles: experimentally study and modelling. Construction and Building Materials, 2008, 22(8), pp 573-579.

Meshgin, P., and Xi, Y., Effect of phase change materials on properties of concrete. ACI Materials Journal, 2012, 109(1), pp 71-80.

Hsing, C. L., Yang, C. K., Lee, M. T., and Shu, C. C., Effects of partial oxidation of crumb rubber on properties of rubberized mortar. Composites Part B: Engineering, 2010, 41(8), 613-616.

Bilodeau, A., and Malhotra, V.M., High volume flyash system: concrete solution for sustainable development. ACI Materials Journal, 2000, 97, pp 41–48.

IS: 3812:1999, Specification for fly ash for use as pozzolana and admixture.

IS: 383 – 1970, Coarse and Fine aggregate from natural sources for concrete, Bureau of Indian Standard, New Delhi.

IS: 516 - 1959, Method of test for strength of concrete. Indian Standard Institution, New.


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