Experimental study on polymer fibre included sustainable pervious concrete
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2019-05-27 https://doi.org/10.14419/ijet.v7i4.27688 -
Infiltration Capacity, Pervious Concrete, Polymer Fibre, Target Strength. -
Abstract
An experimental study on relationship between hardened concrete properties and rate of infiltration of polymer fibre included sustainable pervious concrete has been performed and presented in this paper. In this study, two different coarse aggregate sizes (20mm-10mm and 10mm-4.75mm) and varying percentage of polypropylene fibre included in the concrete mix (0.25%, 0.50%, 0.75%, 1.00%, 1.25%, 1.5%, 1.75% and 2.00%) were considered as parameters. The very little quantity of fine aggregate required in the design mix was replaced by graded bottom ash. A nominal design mix proportion for M30 grade of concrete was assumed as mean target strength. The engineering properties of plain pervious concrete and fibre included pervious concrete were compared with conventional concrete properties. In this study, all the pervious concrete specimens reached above 60% of the target strength. Based on the test results it was found that the using larger size of coarse aggregates in the concrete mix shows increases infiltration capacity but decrease in bond strength properties. Pervious concrete which was made using smaller size aggregates exhibited higher strength but lower infiltration capacity. The optimum fibre content that supports in enhanced strength and appropriate infiltration capacity was 1.5% in the design mix. This study evaluates relationship between the aggregate sizes and properties of fibre included pervious concrete. The results prove that it is possible to produce sustainable pervious concrete with good strength and acceptable infiltration capacity using coarse aggregate of size 20mm-4.75mm along with 1.5% polypropylene fibre addition.
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References
[1] ASTM Standard C1701: Standard test method for Infiltration rate of in place Pervious Concrete, 2009.
[2] ASTM Standard C192: Standard practice for making and curing concrete test specimens in the laboratory concrete, cylinders, laboratory, prisms, strength testing. West Conshohocken, PA ASTM International, 2012.
[3] ASTM Standard C39: Standard test method for compressive strength of concrete specimens, 2014.
[4] ASTM Standard C496: Standard test method for splitting tensile strength of cylindrical concrete specimens, 2011.
[5] ASTM Standard C78: Standard test method for flexural strength of concrete: ASTM International, 2002.
[6] Cheng, A., Hsu, H.M., Chao, S.J., Lin, K.L.: Experimental study on properties of pervious concrete made with recycled aggregate, International Journal of Pavement Research and Technology, 4(2011) 2, pp. 104-110.
[7] Ćosić, K., Korat, L., Ducman, V., Netinger, I.: Influence of aggregate type and size on properties of pervious concrete, Construction and Building Materials, 78 (2015), pp. 69-76, https://doi.org/10.1016/j.conbuildmat.2014.12.073.
[8] Huang, B., Wu, H., Shu, X., Burdette, E.G.: Laboratory evaluation of permeability and strength of polymer-modified pervious concrete, Construction and Building Materials, 24(2010) 5, pp. 818- 823, https://doi.org/10.1016/j.conbuildmat.2009.10.025.
[9] IS 2386:1963 PT.1-8 Methods of Test for Aggregate for Concrete.
[10] IS 383:1970 Specification for Coarse and Fine Aggregates from Natural Sources for Concrete.
[11] IS 4031:1988 Specification for 43 Grade Ordinary Portland Cement.
[12] IS: 10262- 2009, Recommended Guidelines for Concrete Mix Design, Bureau of Indian Standards, New Delhi, India.
[13] Kuo, Wen-Ten, Chih-Chien Liu, De-Sin Su.: Use of washed municipal solid waste incinerator bottom ash in pervious concrete, Cement and Concrete Composites, 37 (2013), pp. 328-335, https://doi.org/10.1016/j.cemconcomp.2013.01.001.
[14] Neithalath, N., Bentz, D. P., Sumanasooriya, M. S.: Advances in pore structure characterization and performance prediction of pervious concretes, Concr Int, 32(2010) 5, pp. 35-40.
[15] Obla, K.: Pervious concrete for sustainable development, in Proc. 1st Int. Conf. on Recent Advances in Concrete Technology, Washington DC, 2007.
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How to Cite
Jayanthi R., A., Deepak M. S., B., Mahendran K., C., & Surendar M., D. (2019). Experimental study on polymer fibre included sustainable pervious concrete. International Journal of Engineering & Technology, 7(4), 6223-6228. https://doi.org/10.14419/ijet.v7i4.27688