ANALISA CAMPURAN BETON POROS DENGAN UKURAN AGREGAT KASAR 9.5 - 19 MM DAN PENAMBAHAN POLYAMIDE FIBER
DOI:
https://doi.org/10.36341/racic.v9i2.4471Keywords:
pervious concrete, permeability, polyamide fiberAbstract
The issues of climate crisis and sustainability have garnered significant attention in the 21st century, driven by the industrial revolution and the burgeoning human population. This has resulted in various environmental challenges, including energy crises, global warming, and the scarcity of water resources. Sustainable cities must consider economic, infrastructural, social, and environmental aspects. One of the environmental challenges in urban development is the availability of water in the future. Vertical drainage utilizing pervious concrete technology is regarded as a solution to address this issue. Pervious concrete contains voids that enhance water absorption.This study aims to optimize the compressive strength, tensile strength, and permeability of pervious concrete through the addition of polyamide fibers. The findings indicate that the addition of 1.25% fibers enhances the tensile strength of concrete, albeit at the expense of compressive strength. Specimens with and without fibers exhibit better permeability capabilities than planned, indicating increased voids and permeability in coarse aggregates sized 9.5-19 mm.
Downloads
References
ACI Committee 212 (2016) ‘ACI 212.3R-10 Report on Chemical Admixtures for Concrete, Permeability reducing admixtures’, American Concrete Institute [Preprint].
ACI Committee 232 (2002) ‘ACI 232.2R-96 Use of Fly Ash in Concrete’, American Concrete Institute [Preprint].
ACI Committee 234 (2006) ‘ACI 234R-06 Guide for the Use of Silica Fume in Concrete’, American Concrete Institute [Preprint].
ACI Committee 522 (2010) ‘ACI 522R-10 Report on Pervious Concrete’, American Concrete Institute [Preprint].
ACI Committee 544 (1996) ‘ACI 544.1R-96 Report on Fiber Reinforced Shotcrete.’, Concrete International [Preprint].
Alaica, A.L., Dolatabadi, M.H., Sucic, A. and Shehata, M. (2010) ‘Optimizing the strength and permeability of pervious concrete’, TAC/ATC 2010 - 2010 Annual Conference and Exhibition of the Transportation Association of Canada: Adjusting to New Realities [Preprint].
Chandrappa, A.K. and Biligiri, K.P. (2016) ‘Pervious Concrete As a Sustainable Pavement Material - Research Findings and Future Prospects: A State of The Art Review’, Construction and Building Materials, 111, pp. 262–274. Available at: https://doi.org/10.1016/j.conbuildmat.2016.02.054.
Ho, H.L., Huang, R., Hwang, L.C., Lin, W.T. and Hsu, H.M. (2018) ‘Waste-based pervious concrete for climate-resilient pavements’, Materials, 11(6), pp. 1–17. Available at: https://doi.org/10.3390/ma11060900.
Huang, J., Luo, Z. and Khan, M.B.E. (2020) ‘Impact of Aggregate Type and Size and Mineral Admixtures on The Properties of Pervious Concrete: An Experimental Investigation’, Construction and Building Materials, 265, p. 120759. Available at: https://doi.org/10.1016/j.conbuildmat.2020.120759.
Juradin, S., Netinger-Grubeša, I., Mrakovcic, S. and Jozic, D. (2021) ‘Impact of fibre incorporation and compaction method on properties of pervious concrete’, Materiales de Construccion, 71(341). Available at: https://doi.org/10.3989/MC.2021.08020.
Mahboub, K.C., Canler, J., Rathbone, R., Robi, T. and Davis, B. (2009) ‘Poros Concrete: Compaction and Aggregate Gradation’, ACI Materials Journal, 106(6), pp. 523–528. Available at: https://doi.org/10.14359/51663335.
Ramezanianpour, A.A. and Joshaghani, A. (2015) ‘Mechanical Characteristic of Poros Concrete Considering The Gradation and Size of Coarse Aggregates’, fib Symposium, 6(9), pp. 152–153. Available at: https://doi.org/10.19026/rjees.6.5255.
Downloads
Published
Issue
Section
License
1. Copyright of all journal manuscripts is held by the RACIC : Rab Construction Research
2. Formal legal provisions to access digital articles of electronic journal are subject to the provision of the Creative Commons Attribution-ShareAlike license (CC BY-NC-SA), which means that RACIC : Rab Construction Research is rightful to keep, transfer media/format, manage in the form of databases, maintain, and publish articles.
3. Published manuscripts both printed and electronic are open access for educational, research, and library purposes. Additionally, the editorial board is not responsible for any violations of copyright law.
licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.