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Effects of Polycarboxylate-Lignosulfonate Superplasticizer on the Engineering Properties and Cementitious Paste Thickness of Pervious Concrete | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 5، دوره 12، شماره 3 - شماره پیاپی 35، آبان 2024، صفحه 61-84 اصل مقاله (1.69 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2023.30291.1832 | ||
| نویسندگان | ||
| Ehsan Teymouri1؛ Nurul Noraziemah Mohd Pauzi* 2؛ Wong Kwong Soon1؛ Mehdi Forouzan3؛ Marjan Salari4 | ||
| 1Department of Civil and Construction Engineering, Faculty of Engineering and Science, Curtin University Malaysia, Sarawak, Malaysia | ||
| 2School of Civil Engineering, College of Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia | ||
| 3Faculty of Engineering, Department of Civil Engineering, Islamic Azad University, Bandar Abbas Branch, Bandar Abbas, Iran | ||
| 4Department of Civil and Environmental Engineering, Sirjan University of Technology, Sirjan, Kerman, Iran | ||
| تاریخ دریافت: 11 فروردین 1402، تاریخ بازنگری: 12 تیر 1402، تاریخ پذیرش: 23 شهریور 1402 | ||
| چکیده | ||
| This study investigates the effects of polycarboxylate-lignosulfonate superplasticizer (PLS), water, and cement content on mechanical, physical and cementitious paste thickness of pervious concrete (PC) for its further application in urban areas. For this reason, 17 PC mixtures containing different portions of PLS (0.10% to 1.00% of the cement content), water-to-cement ratio (0.30 to 0.40), and cement content (315 to 350 kg/m3) with a constant range aggregate size (4.75 to 9.5 mm) were designed, tested, and analyzed by Design of Expert (DoE). The results showed that increasing the proportion of PLS, water, and cement increased the compressive strength of PC at ages of 7, 11, and 28 days. However, the permeability and porosity would decrease due to formation of a pasty mixture. The effect of water content on changing the compressive strength was more significant than other variables, especially in the range of 0.3 to 0.35. Apart from this, increasing the portion of variables resulted in increasing the average cementitious paste thickness and the number of line segments, which both resulted in an increment of compressive strength. The PC mixture with 1.00% of PLS, W/C ratio of 0.40, and cement content of 350 kg/m3 had the maximum compressive strength of 18.35 MPa with reasonable porosity and permeability. This system is suitable as pavements in urban areas with light-traffic load, green spaces, and sidewalks to mitigate the anthropization impacts. | ||
تازه های تحقیق | ||
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| کلیدواژه‌ها | ||
| Pervious concrete؛ Polycarboxylate-lignosulfonate superplasticizer؛ Cementitious Paste Thickness؛ Mechanical properties؛ Porosity and permeability | ||
| مراجع | ||
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[1] Wanielista M, Chopra M, Spence J, Ballock C. Hydraulic performance assessment of pervious concrete pavements for stormwater management credit. Final Report Florida Dep Transp Tallahassee 2007.
[2] Moretti L, Di Mascio P, Fusco C. Porous Concrete for Pedestrian Pavements. Water 2019;11:2105. https://doi.org/10.3390/w11102105.
[3] Moretti L, Loprencipe G. Climate Change and Transport Infrastructures: State of the Art. Sustainability 2018;10:4098. https://doi.org/10.3390/su10114098.
[4] Faryadi S, Taheri S. Interconnections of urban green spaces and environmental quality of Tehran 2009.
[5] Karami H, Teymouri E, Mousavi S-F, Farzin S. Experimental Investigation of the Effect of Adding LECA and Pumice on Some Physical Properties of Porous Concrete. Eng J 2018;22:205–13. https://doi.org/10.4186/ej.2018.22.1.205.
[6] Teymouri E, Wong KS, Mohd Pauzi NN. Iron slag pervious concrete for reducing urban runoff contamination. J Build Eng 2023;70:106221. https://doi.org/10.1016/j.jobe.2023.106221.
[7] Zhang G, Wang S, Wang B, Zhao Y, Kang M, Wang P. Properties of pervious concrete with steel slag as aggregates and different mineral admixtures as binders. Constr Build Mater 2020;257:119543. https://doi.org/10.1016/j.conbuildmat.2020.119543.
[8] Teymouri E, Mousavi S-F, Karami H, Farzin S, Kheirabad MH. Reducing urban runoff pollution using porous concrete containing mineral adsorbents. J Environ Treat Tech 2020;8:429–36.
[9] Rodríguez-Rojas MI, Huertas-Fernández F, Moreno B, Martínez G, Grindlay AL. A study of the application of permeable pavements as a sustainable technique for the mitigation of soil sealing in cities: A case study in the south of Spain. J Environ Manage 2018;205:151–62. https://doi.org/10.1016/j.jenvman.2017.09.075.
[10] Teymouri E, Mousavi S-F, Karami H, Farzin S, Hosseini Kheirabad M. Municipal Wastewater pretreatment using porous concrete containing fine-grained mineral adsorbents. J Water Process Eng 2020;36:101346. https://doi.org/10.1016/j.jwpe.2020.101346.
[11] Noviandini ZP, Dewi OC, Laksitoadi B, Widyarta MN. The Effect of Permeable Pavement on Pedestrian Walkway for Human Comfort. IOP Conf Ser Earth Environ Sci 2020;409:012009. https://doi.org/10.1088/1755-1315/409/1/012009.
[12] Yang J, Jiang G. Experimental study on properties of pervious concrete pavement materials. Cem Concr Res 2003;33:381–6. https://doi.org/10.1016/S0008-8846(02)00966-3.
[13] Gelardi G, Mantellato S, Marchon D, Palacios M, Eberhardt AB, Flatt RJ. Chemistry of chemical admixtures. Sci. Technol. Concr. Admixtures, Elsevier; 2016, p. 149–218. https://doi.org/10.1016/B978-0-08-100693-1.00009-6.
[14] Perera IMH, Athapaththu CJ, Mampearachchi WK. Design of a porous concrete mixture for drainage coverslab in pedestrian walkways. Transp Res Procedia 2020;48:3678–95. https://doi.org/10.1016/j.trpro.2020.08.080.
[15] Ibrahim HA, Abdul Razak H, Abutaha F. Strength and abrasion resistance of palm oil clinker pervious concrete under different curing method. Constr Build Mater 2017;147:576–87. https://doi.org/10.1016/j.conbuildmat.2017.04.072.
[16] Dong Q, Wu H, Huang B, Shu X, Wang K. Investigation into Laboratory Abrasion Test Methods for Pervious Concrete. J Mater Civ Eng 2013;25:886–92. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000683.
[17] Endawati J. Permeability and Porosity of Pervious Concrete Containing Blast Furnace Slag as a Part of Binder Materials and Aggregate. Solid State Phenom 2017;266:272–7. https://doi.org/10.4028/www.scientific.net/SSP.266.272.
[18] Mousavi S-F, Karami H, Farzin S, Teymouri E. Effects of adding mineral adsorbents to porous concrete for enhancing the quality performance of urban runoff systems. World J Eng 2018;15:489–97. https://doi.org/10.1108/WJE-10-2017-0314.
[19] European Committee for Standardization (CEN). Bituminous Mixtures. Test Methods for Hot Mix Asphalt in Situ Drainability 2012.
[20] Putman BJ, Neptune AI. Comparison of test specimen preparation techniques for pervious concrete pavements. Constr Build Mater 2011;25:3480–5. https://doi.org/10.1016/j.conbuildmat.2011.03.039.
[21] James W, Von Langsdorff H. The use of permeable concrete block pavement in controlling environmental stressors in urban areas. 7th Int. Conf. Concr. block paving, Sun City, South Africa, vol. 1215, 2003.
[22] Tennis PD, Leming ML, Akers DJ. Pervious concrete pavements. vol. 8. Portland Cement Association Skokie, IL; 2004.
[23] Kahrizi E, Rajaee T, Sedighi M. Probabilistic and Experimental Investigation of the Effect of Mineral Adsorbents on Porous Concrete Using Kriging, PRSM, and RBF Methods. ASCE-ASME J Risk Uncertain Eng Syst Part A Civ Eng 2022;8. https://doi.org/10.1061/AJRUA6.0001258.
[24] Harish E. Flexural strength behaviour of pervious concrete towards conventional concrete. Int J Adv Inf Sci Technol 2017;6:50–69.
[25] Selvarani AG, Maheswaran G, Elangovan K. Identification of Artificial Recharge Sites for Noyyal River Basin Using GIS and Remote Sensing. J Indian Soc Remote Sens 2017;45:67–77. https://doi.org/10.1007/s12524-015-0542-5.
[26] Scholz M, Grabowiecki P. Review of permeable pavement systems. Build Environ 2007;42:3830–6. https://doi.org/10.1016/j.buildenv.2006.11.016.
[27] Ćosić K, Korat L, Ducman V, Netinger I. Influence of aggregate type and size on properties of pervious concrete. Constr Build Mater 2015;78:69–76. https://doi.org/10.1016/j.conbuildmat.2014.12.073.
[28] Sonebi M, Bassuoni MT. Investigating the effect of mixture design parameters on pervious concrete by statistical modelling. Constr Build Mater 2013;38:147–54. https://doi.org/10.1016/j.conbuildmat.2012.07.044.
[29] Kant Sahdeo S, Ransinchung R.N. GD, Rahul KL, Debbarma S. Effect of mix proportion on the structural and functional properties of pervious concrete paving mixtures. Constr Build Mater 2020;255:119260. https://doi.org/10.1016/j.conbuildmat.2020.119260.
[30] Mohammadi N, Ghaedian Ronizi D. In Vitro Evaluation of the Effect of SP200 Lubricant on Compressive Strength of Lightweight Concrete with Leca Aggregate and Powdered Silica. J Civ Eng Mater Appl 2019;3:215–23.
[31] Kadhem AA, Al-Yousefi HA, Jabal QA. Effects of Using Corn Cover Fibers on Some Mechanical Properties of Concrete. Key Eng Mater 2021;895:41–9. https://doi.org/10.4028/www.scientific.net/KEM.895.41.
[32] Rasheed A, Usman M, Farooq H, Hanif A. Effect of Super-plasticizer Dosages on Fresh State Properties and Early-Age Strength of Concrete. IOP Conf Ser Mater Sci Eng 2018;431:062010. https://doi.org/10.1088/1757-899X/431/6/062010.
[33] Pandey AK, Pal S, Singh A. Effect of Addition of Rice Husk Ash and Super Plasticizer on Pervious Concrete. Carbon N Y 2021;1.
[34] Sharanya G. Investigation on permeability characteristics of pervious concrete. Int J Adv Res, Ideas Innov Technol 2019;5:793–7.
[35] Bright Singh S, Murugan M. Effect of aggregate size on properties of polypropylene and glass fibre-reinforced pervious concrete. Int J Pavement Eng 2022;23:2034–48. https://doi.org/10.1080/10298436.2020.1836562.
[36] Breilly D, Fadlallah S, Froidevaux V, Colas A, Allais F. Origin and industrial applications of lignosulfonates with a focus on their use as superplasticizers in concrete. Constr Build Mater 2021;301:124065. https://doi.org/10.1016/j.conbuildmat.2021.124065.
[37] Barneoud-Chapelier A, Le Saout G, Azéma N, El Bitouri Y. Effect of polycarboxylate superplasticizer on hydration and properties of belite ye’elimite ferrite cement paste. Constr Build Mater 2022;322:126483. https://doi.org/10.1016/j.conbuildmat.2022.126483.
[38] Myrvold BO. A new model for the structure of lignosulphonates. Ind Crops Prod 2008;27:214–9. https://doi.org/10.1016/j.indcrop.2007.07.010.
[39] Navarro-Blasco I, Pérez-Nicolás M, Fernández JM, Duran A, Sirera R, Alvarez JI. Assessment of the interaction of polycarboxylate superplasticizers in hydrated lime pastes modified with nanosilica or metakaolin as pozzolanic reactives. Constr Build Mater 2014;73:1–12. https://doi.org/10.1016/j.conbuildmat.2014.09.052.
[40] Pérez-Nicolás M, Duran A, Navarro-Blasco I, Fernández JM, Sirera R, Alvarez JI. Study on the effectiveness of PNS and LS superplasticizers in air lime-based mortars. Cem Concr Res 2016;82:11–22. https://doi.org/10.1016/j.cemconres.2015.12.006.
[41] Zapata LE, Portela G, Suárez OM, Carrasquillo O. Rheological performance and compressive strength of superplasticized cementitious mixtures with micro/nano-SiO2 additions. Constr Build Mater 2013;41:708–16. https://doi.org/10.1016/j.conbuildmat.2012.12.025.
[42] Ng S, Justnes H. Influence of plasticizers on the rheology and early heat of hydration of blended cements with high content of fly ash. Cem Concr Compos 2016;65:41–54. https://doi.org/10.1016/j.cemconcomp.2015.10.005.
[43] Hallal A, Kadri EH, Ezziane K, Kadri A, Khelafi H. Combined effect of mineral admixtures with superplasticizers on the fluidity of the blended cement paste. Constr Build Mater 2010;24:1418–23. https://doi.org/10.1016/j.conbuildmat.2010.01.015.
[44] Cement P. ASTM International, C150/C150M − 12: Standard Specification for Portland Cement 1 2012;i:1–4. https://doi.org/10.1520/C0150.
[45] ASTM C. Standard specification for concrete aggregates. Philadelphia, PA Am Soc Test Mater 2003.
[46] Standard Method of Test for the Specific Gravity and Absorption of Coarse Aggregates. American Association of State Highway and Transportation Officials (AASHTO); 2004.
[47] ACI Committee 211. Guide for Selecting Proportions for No slump Concrete 2006.
[48] Ngan CL, Basri M, Lye FF, Fard Masoumi HR, Tripathy M, Abedi Karjiban R, et al. Comparison of Box–Behnken and central composite designs in optimization of fullerene loaded palm-based nano-emulsions for cosmeceutical application. Ind Crops Prod 2014;59:309–17. https://doi.org/10.1016/j.indcrop.2014.05.042.
[49] Breig SJM, Luti KJK. Response surface methodology: A review on its applications and challenges in microbial cultures. Mater Today Proc 2021;42:2277–84. https://doi.org/10.1016/j.matpr.2020.12.316.
[50] Alqadi ANS, Mustapha KN Bin, Naganathan S, Al-Kadi QNS. Uses of central composite design and surface response to evaluate the influence of constituent materials on fresh and hardened properties of self-compacting concrete. KSCE J Civ Eng 2012;16:407–16. https://doi.org/10.1007/s12205-012-1308-z.
[51] ASTM International. Standard Test Method for Slump of Hydraulic-Cement Concrete 2012.
[52] ASTM International. Standard Test Method for Density and Void Content of Freshly Mixed Pervious Concrete. ASTM International; 2008.
[53] Standard B. Testing Concrete Method for making test cubes from fresh concrete 1983. BS (Breed Sci) 1881.
[54] Torres A, Hu J, Ramos A. The effect of the cementitious paste thickness on the performance of pervious concrete. Constr Build Mater 2015;95:850–9. https://doi.org/10.1016/j.conbuildmat.2015.07.187.
[55] Yu F, Sun D, Wang J, Hu M. Influence of aggregate size on compressive strength of pervious concrete. Constr Build Mater 2019;209:463–75. https://doi.org/10.1016/j.conbuildmat.2019.03.140.
[56] Kováč M, Sičáková A. Pervious Concrete as an Environmental Solution for Pavements: Focus on Key Properties. Environments 2018;5:11. https://doi.org/10.3390/environments5010011.
[57] Teymouri E, Pauzi NNM, Wong KS. Developing Lignite Pervious Concrete for Application in Pedestrian Walkways and Urban Runoff Treatment. Iran J Sci Technol Trans Civ Eng 2023;47:2949–67. https://doi.org/10.1007/s40996-023-01113-x.
[58] Teymouri E, Wong KS, Tan YY, Pauzi NNM. Mechanical behaviour of adsorbent pervious concrete using iron slag and zeolite as coarse aggregates. Constr Build Mater 2023;388:131720. https://doi.org/10.1016/j.conbuildmat.2023.131720.
[59] Zhang Y, Li H, Lu Q, Yang J, Wang T. Effect of Different Admixtures on Pore Characteristics, Permeability, Strength, and Anti-Stripping Property of Porous Concrete. Buildings 2022;12:1020. https://doi.org/10.3390/buildings12071020. | ||
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