Durability properties of Pervious concrete using Nano silica
Keywords:
porus, nanosilica, durability, abrasion
Abstract
The durability qualities of porous concrete created with a cement, nano silica(NS), and a minimum of 5% natural river sand as a partial replacement for coarse aggregate were investigated in this work. This study used two coarse aggregate sizes, 20 mm and 10 mm, in a 50:50 ratio. The pervious mixes for w/b ratios 0.34 and 0.30 were subjected to durability tests such as acid impact, alkali impact, and cantabro abrasion loss. The chemical resistance test revealed that the mass decrease percentage was 20.56 percent at 5% HCl solution, 4.23 percent at 5% H2So4 solution, and 0.27 percent for Na2So4 solutions after 180 days of immersion. Sulphuric acid was discovered to be the most harmful of the three chemical environments for all concrete mixtures.The abrasion loss found to be in the range of 18 to 28%.The durability of concrete mixes using nano silica was demonstrated.
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References
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[2] Moncarz. P, “Sustainable concrete: impacts of existing and emerging materials and technologies on the construction industry”. Architectural Engineering Conference, June 19-20, 2011.
[3] Suhendro. B, “Toward green concrete for a better sustainable environment,” Procedia Engineering, Vol. 95, pp. 305–320, 2014.
[4] P. Kathirvel, V. Saraswathy, S. P. Karthik, and A. S. S. Sekar, “Strength and durability properties of quaternary cement concrete made with fly ash, rice husk ash and limestone powder,” Arabian journal of science and technology, Vol. 38, pp. 589–598, 2012.
[5] Temuujin. J, Van Riessen. A, MacKenzie. K, “Preparation and characterization of fly ash-based geopolymer mortars,” Construction and Building Materials, Vol. 24, No. 10, pp. 1906– 1910, 2010.
[6] Worrell. E, Price. L, Martin. N, Hendriks. C, Meida. L.O, “Carbon-dioxide emissions from the global cement industry”, Annual Review of Environment and Resources, Vol. 26, No.1, pp. 303–329, 2001.
[7] Isfahani, F.T., Redaelli, E., Li, W. and Sun, Y., Effects of Nanosilica on Early Age Stages of Cement Hydration, Journal of Nanomaterials, 2017, Vol. 24, pp. 1-9.
[8] Mochamad Solikin, Alfian Nur Zaini, Budi Setiawan, Ali Asroni , "Flexural Strength Analysis of Styrofoam Concrete Hollow Panel Walls Incorporated with High Volume Fly Ash," Civil Engineering and Architecture, Vol. 8, No. 3, pp. 320 - 325, 2020. DOI: 10.13189/cea.2020.080316.
[9] Dalia Elghezanwy, Sara Eltarabily, "A Review of Translucent Concrete as a New Innovative Material in Architecture," Civil Engineering and Architecture, Vol. 8, No. 4, pp. 571 - 579, 2020. DOI: 10.13189/cea.2020.080421.
[10] Hou, P., Kawashima, S., Kong, D., Corr, D.J., Qian, J. and Shah, S.P., “Modification Effects of Colloidal Nanosilica on Cement Hydration and its Gel Properties,” Composites Part B: Engineering, Vol. 45, pp. 440-448, 2013.
[11] Chithra, S., Senthil Kumar, S.R.R. and Chinnaraju, K, “The effect of Colloidal Nano-silica on workability, mechanical and durability properties of High-Performance Concrete with Copper slag as partial fine aggregate,” Construction and Building Materials, Vol. 113, pp. 794-804, 2016.
[12] Kevern, J. T. (2008). “Advancements in pervious concrete.” Ph.D. dissertation, Iowa State Univ., Ames, IA, 85–99.
[13] Huang, B., Wu, H., Shu, X., and Burdette, E. G. (2010). “Laboratory evaluation of permeability and strength of polymer–modified pervious concrete.” Constr. Build. Mater., 24(5), 818–823.
[14] Deo, O., and Neithalath, N. (2011). “Compressive response of pervious concretes proportioned for desired porosities.” Constr. Build. Mater., 25(11), 4181–4189.
[15] Turkel, S., Felekoglu, B., and Dulluc¸, S. 2007. Influence of various acids on the physico–mechanical properties of pozzolanic cement mortars. Sadhana, 32(6): 683–691. doi:10.1007/s12046-007-0048-0.
[16] Ji, T., Preliminary study on the water permeability and microstructure of concrete incorporating nano-SiO2. Cement and Concrete Research, 2005. 35(10): p. 1943-1947.
[17] Chatveera, B. and P. Lertwattanaruk, Evaluation of sulfate resistance of cement mortars containing black rice husk ash. Journal of Environmental Management, 2009. 90(3): p. 1435-1441
[18] Jo, B.-W., et al., Characteristics of cement mortar with nano-SiO2 particles. Construction and Building Materials, 2007. 21(6): p. 1351-1355.
[19] Ibrahim, H. A., Razak, H. A., & Abutaha, F. (2017). Strength and abrasion resistance of palm oil clinker pervious concrete under different curing method. Construction and Building Materials, 147, 576–587.doi: 10.1016/j.conbuildmat.2017.04.072
[20] Li, H., Zhang, M., & Ou, J. (2006). Abrasion resistance of concrete containing nano-particles for pavement.Wear, 260(2006), 1262–1266. doi: 10.1016/j.wear.2005.08.006
[21] Perez-Jimenez, F. E., and Gordillo, J. (1990). “Optimization of porous mixes through the use of special binders.” Transportation Research Record 1265, Transportation Research Board, Washington, DC, 59–68.
[22] Ruiz, A., Alberola, R., Perez, F., and Sanchez, B. (1990). “Porous asphalt mixtures in Spain.” Transportation Research Record 1265, Transportation Research Board, Washington, DC, 87–94.
[23] Sabita. (1995). Porous asphalt, Manual 17, Sabita Ltd., Roggebaai, South Africa
[24] Wu, H., Huang, B., Shu, X., and Dong, Q. (2011). “Laboratory evaluation of abrasion resistance of Portland cement pervious concrete.” J. Mater. Civ. Eng., 23(5), 697–702.
[25] Ghrici, M., Kenai, S., Said-Mansour, M., and Kadri, E. 2006. Some engineering properties of concrete containing natural pozzolana and silica fume. Journal of Asian Architecture and Building Engineering, 5(2): 349–354. doi:10.3130/jaabe.5.349.
[26] Santhanam M., Cohen M. D., and Olek J. (2003). “Mechanism of sulfate attack: A fresh look part 2: Proposed Mechanisms.” Cement and Concrete Research 33(3), pp. 341-346
Published
2021-10-09
How to Cite
Deshpande, T. (2021). Durability properties of Pervious concrete using Nano silica. PREPARE@u® | IEI Conferences. https://doi.org/10.36375/prepare_u.iei.a113
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- 36.NC.CV | 36th National Convention of Civil Engineers
Copyright (c) 2021 Tarangini Deshpande
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