The climate change has been rising the sea level, triggering extreme weather events such as floods and hurricanes, also changing the precipitation pattern. Precipitation can change the moisture levels in pavement by accumulate uncontrolled surface runoff on pavement and fulfill the drainage. Permeable pavement (also known as pervious concrete) is one of the solutions for mitigating the stormwater runoff. Pervious concrete (PC) has been commonly used in low strength material infrastructure. This offers the potential for waste material such as oxidative slag (OS) or bottom ash (BA) to be reused in PC. Nonetheless, the issue of using OS as an aggregate was the potential of swelling due to free CaO or Mgo. On the other hand, the potential swelling of OS might be solved due to the porous structure of PC. Along with the water reacts with free CaO, it generates the expansive compound (calcium hydroxide) which is the important compound in the pozzolanic reaction of concrete. FA and BA are known to enhance the long-term performance of PCC due to its pozzolanic property. However, little to no studies have investigated the performance of cementitious concrete incorporating OS and BA as rich pozzolanic material. The main objective of this study was to investigate the usage of OS and BA in the PC as a replacement of fine and coarse aggregate in the mix. The study was investigated mixed performance including engineering properties, thermal performance, and self-healing ability with various OS and BA usage scenarios. Four groups of PC mixes with various cement, FA, BA, and OS was used to develop 13 different types of PC mixes. Firstly, the average results of 7-day and 28-day compressive strength PC-BAOS mixes were 19.83% and 18.77%, which lower than that of PC-BARG mixes. It was caused due to the swelling of OS. Even though, in the latest age of PC-BAOS increment of compressive strength 28-day up to 90-day was 11.5% which is the highest among the PC’s mixes. Secondly, the peak surface temperature of PC-BAOS1 and PC-NSOS1 were reached around 66˚C during the dry heating cycle as the highest among all mixes, it was caused due to the high heat capacity and low conductivity. Lastly, For the self-healing performance, the PC-BAOS1 mix has the greatest crack closing ratio of 59% and has the highest compressive strength recovery (CSR) of 69.7% among all other mix types. Finally, the PC incorporating OS and BA as aggregate performs slightly better in terms of functional and equal to the engineering properties than conventional PC. Meanwhile, the conventional PC has better performance in terms of thermal properties. In addition, the PC containing OS and BA has more advantages on the self-healing ability.

[1] Y. Qiao, A. R. Dawson, T. Parry, G. Flintsch, and W. Wang, “Flexible Pavements and Climate Change : A Comprehensive Review and Implications,” MDPI, pp. 1–21, 2020.
[2] L. Haselbach, M. Boyer, J. T. Kevern, and V. R. Schaefer, “Cyclic heat island impacts on traditional versus pervious concrete pavement systems,” Transp. Res. Rec., no. 2240, pp. 107–115, 2011, doi: 10.3141/2240-14.
[3] J. Wang, Q. Meng, K. Tan, L. Zhang, and Y. Zhang, “Experimental investigation on the influence of evaporative cooling of permeable pavements on outdoor thermal environment,” Build. Environ., vol. 140, no. January, pp. 184–193, 2018, doi: 10.1016/j.buildenv.2018.05.033.
[4] R. Siddique, “Utilization of industrial by-products in concrete,” Procedia Eng., vol. 95, no. Scescm, pp. 335–347, 2014, doi: 10.1016/j.proeng.2014.12.192.
[5] L. B. Andrade, J. C. Rocha, and M. Cheriaf, “Influence of coal bottom ash as fine aggregate on fresh properties of concrete,” Constr. Build. Mater., vol. 23, no. 2, pp. 609–614, 2009, doi: 10.1016/j.conbuildmat.2008.05.003.
[6] D. R. G. D. Souza and K. Principal , YIT, Moodabidri, “Replacement of Fine Aggregate with Bottom Ash in Concrete and Investigation on Compressive Strength,” Int. J. Eng. Res. Technol., vol. 6, no. 08, 2017.
[7] G. Wang, Y. Wang, and Z. Gao, “Use of steel slag as a granular material: Volume expansion prediction and usability criteria,” J. Hazard. Mater., vol. 184, no. 1–3, pp. 555–560, 2010, doi: 10.1016/j.jhazmat.2010.08.071.
[8] K. Soman, D. Sasi, and K. A. Abubaker, “Strength properties of concrete with partial replacement of sand by bottom ash,” Int. J. Innov. Res. Adv. Eng., vol. 1, no. 7, pp. 2349–2163, 2014.
[9] L. B. Andrade, J. C. Rocha, and M. Cheriaf, “Evaluation of concrete incorporating bottom ash as a natural aggregates replacement,” Waste Manag., vol. 27, no. 9, pp. 1190–1199, 2007, doi: 10.1016/j.wasman.2006.07.020.
[10] D. Y. Wiranata, “Utilization of 100% coal ash cement stabilized material as the pavement base: laboratory characterization and field performance evaluation,” Natl. Cheng K. Univ. Dep. Civ. Eng. Master ’ s Thesis, no. July, 2019, doi: 10.6844/NCKU201901034.
[11] F. Faleschini, K. Brunelli, M. A. Zanini, M. Dabalà, and C. Pellegrino, “Electric Arc Furnace Slag as Coarse Recycled Aggregate for Concrete Production,” J. Sustain. Metall., vol. 2, no. 1, pp. 44–50, 2016, doi: 10.1007/s40831-015-0029-1.
[12] A. R. Lori, A. Hassani, and R. Sedghi, “Investigating the mechanical and hydraulic characteristics of pervious concrete containing copper slag as coarse aggregate,” Constr. Build. Mater., vol. 197, pp. 130–142, 2019, doi: 10.1016/j.conbuildmat.2018.11.230.
[13] W. Yeih, T. C. Fu, J. J. Chang, and R. Huang, “Properties of pervious concrete made with air-cooling electric arc furnace slag as aggregates,” Constr. Build. Mater., vol. 93, pp. 737–745, 2015, doi: 10.1016/j.conbuildmat.2015.05.104.
[14] W. Ten Kuo, C. Y. Shu, and Y. W. Han, “Electric arc furnace oxidizing slag mortar with volume stability for rapid detection,” Constr. Build. Mater., vol. 53, pp. 635–641, 2014, doi: 10.1016/j.conbuildmat.2013.12.023.
[15] Z. Zhang, S. Qian, and H. Ma, “Investigating mechanical properties and self-healing behavior of micro-cracked ECC with different volume of fly ash,” Constr. Build. Mater., vol. 52, pp. 17–23, 2014, doi: 10.1016/j.conbuildmat.2013.11.001.
[16] J. P. M. Cheriaf a , J. Cavalcante Rocha a, “Pozzolanic properties of pulverized coal combustion bottom ash,” Cem. Concr. Res. 29, vol. 78, no. 8–5, pp. 1–10, 1999, doi: 10.11113/jt.v78.9603.
[17] D. Ravina, “Properties of fresh concrete incorporating a high volume of fly ash as partial fine sand replacement,” Mater. Struct. Constr., vol. 30, no. 2, pp. 84–90, 1997, doi: 10.1007/bf02486469.
[18] I. M. Nikbin, S. Rahimi R., H. Allahyari, and M. Damadi, “A comprehensive analytical study on the mechanical properties of concrete containing waste bottom ash as natural aggregate replacement,” Constr. Build. Mater., vol. 121, pp. 746–759, 2016, doi: 10.1016/j.conbuildmat.2016.06.078.
[19] F. Huber, D. Blasenbauer, P. Aschenbrenner, and J. Fellner, “Complete determination of the material composition of municipal solid waste incineration bottom ash,” Waste Manag., vol. 102, pp. 677–685, 2020, doi: 10.1016/j.wasman.2019.11.036.
[20] V. R. Ouhadi, R. N. Yong, M. Amiri, and M. H. Ouhadi, “Pozzolanic consolidation of stabilized soft clays,” Appl. Clay Sci., vol. 95, pp. 111–118, 2014, doi: 10.1016/j.clay.2014.03.020.
[21] I. Netinger Grubeša, I. Barišic, A. Fucic, and S. S. Bansode, Characteristics and uses of steel slag in building construction. 2016.
[22] I. Z. Yildirim and M. Prezzi, “Experimental evaluation of EAF ladle steel slag as a geo-fill material: Mineralogical, physical & mechanical properties,” Constr. Build. Mater., vol. 154, pp. 23–33, 2017, doi: 10.1016/j.conbuildmat.2017.07.149.
[23] X. Yu, Z. Tao, T. Y. Song, and Z. Pan, “Performance of concrete made with steel slag and waste glass,” Constr. Build. Mater., vol. 114, pp. 737–746, 2016, doi: 10.1016/j.conbuildmat.2016.03.217.
[24] A. Santamaria et al., “Dimensional stability of electric arc furnace slag in civil engineering applications,” J. Clean. Prod., vol. 205, pp. 599–609, 2018, doi: 10.1016/j.jclepro.2018.09.122.
[25] P. Ahmedzade and B. Sengoz, “Evaluation of steel slag coarse aggregate in hot mix asphalt concrete,” J. Hazard. Mater., vol. 165, no. 1–3, pp. 300–305, 2009, doi: 10.1016/j.jhazmat.2008.09.105.
[26] J. Xi, X. Xiang, and C. Li, “Process Improvement on the Gradation Uniformity of Steel Slag Asphalt Concrete Aggregate,” Procedia Environ. Sci., vol. 31, pp. 627–634, 2016, doi: 10.1016/j.proenv.2016.02.115.
[27] H. Yiying, S. K. Boon, S. Loi, and T. Fang, “Steel Slag Aggregate For Asphalt Pavement,” Int. Conf. Road Airf. Pavement Technol., no. August 2015, pp. 0–16, 2017.
[28] M. R. Hainin, M. A. Aziz, Z. Ali, R. P. Jaya, M. M. El-Sergany, and H. Yaacoba, “Steel slag as a road construction material,” J. Teknol., vol. 73, no. 4, pp. 33–38, 2015, doi: 10.11113/jt.v73.4282.
[29] J. Saravanan and N. Suganya, “Effect of using steel slag aggregate on mechanical properties of concrete,” Am. J. Appl. Sci., vol. 4, no. 9, pp. 07–16, 2015, doi: 10.3844/ajassp.2014.700.706.
[30] M. I. Khan and H. I. Al-Abdul Wahhab, “Improving slurry seal performance in Eastern Saudi Arabia using steel slag,” Constr. Build. Mater., vol. 12, no. 4, pp. 195–201, 1998, doi: 10.1016/S0950-0618(98)00005-1.
[31] M. N. T. Lam, S. Jaritngam, and D. H. Le, “Roller-compacted concrete pavement made of Electric Arc Furnace slag aggregate: Mix design and mechanical properties,” Constr. Build. Mater., vol. 154, pp. 482–495, 2017, doi: 10.1016/j.conbuildmat.2017.07.240.
[32] C. Pellegrino, P. Cavagnis, F. Faleschini, and K. Brunelli, “Properties of concretes with black/oxidizing electric arc furnace slag aggregate,” Cem. Concr. Compos., vol. 37, no. 1, pp. 232–240, 2013, doi: 10.1016/j.cemconcomp.2012.09.001.
[33] J. M. Manso, J. A. Polanco, M. Losañez, and J. J. González, “Durability of concrete made with EAF slag as aggregate,” Cem. Concr. Compos., vol. 28, no. 6, pp. 528–534, 2006, doi: 10.1016/j.cemconcomp.2006.02.008.
[34] C. Pellegrino and F. Faleschini, Sustainability improvements in the concrete industry Use of recycled materials for structural concrete production. 2016.
[35] I. Arribas, A. Santamaría, E. Ruiz, V. Ortega-López, and J. M. Manso, “Electric arc furnace slag and its use in hydraulic concrete,” Constr. Build. Mater., vol. 90, pp. 68–79, 2015, doi: 10.1016/j.conbuildmat.2015.05.003.
[36] F. Faleschini, M. Alejandro Fernández-Ruíz, M. A. Zanini, K. Brunelli, C. Pellegrino, and E. Hernández-Montes, “High performance concrete with electric arc furnace slag as aggregate: Mechanical and durability properties,” Constr. Build. Mater., vol. 101, pp. 113–121, 2015, doi: 10.1016/j.conbuildmat.2015.10.022.
[37] C. Gaedicke, A. Marines, and F. Miankodila, “Assessing the abrasion resistance of cores in virgin and recycled aggregate pervious concrete,” Constr. Build. Mater., vol. 68, pp. 701–708, 2014, doi: 10.1016/j.conbuildmat.2014.07.001.
[38] N. Ghafoori and S. Dutta, “Development of no-fines concrete pavement applications,” J. Transp. Eng., vol. 121, no. 3, pp. 283–288, 1995, doi: 10.1061/(ASCE)0733-947X(1995)121:3(283).
[39] A. Ibrahim, E. Mahmoud, M. Yamin, and V. C. Patibandla, “Experimental study on Portland cement pervious concrete mechanical and hydrological properties,” Constr. Build. Mater., vol. 50, pp. 524–529, 2014, doi: 10.1016/j.conbuildmat.2013.09.022.
[40] ACI, ACI 522R-10 Reports on Pervious Concrete. 2010.
[41] and D. J. A. Paul D. Tennis, Michael L. Leming, Pervious concrete pavement, vol. 8, no. 4. 2004.
[42] M. Kayhanian, D. Anderson, J. T. Harvey, D. Jones, and B. Muhunthan, “Permeability measurement and scan imaging to assess clogging of pervious concrete pavements in parking lots,” vol. 95, no. 1, pp. 114–123, 2012, doi: 10.1016/j.jenvman.2011.09.021.
[43] H. Li, J. T. Harvey, T. J. Holland, and M. Kayhanian, “The use of reflective and permeable pavements as a potential practice for heat island mitigation and stormwater management,” Environ. Res. Lett., vol. 8, no. 4, 2013, doi: 10.1088/1748-9326/8/4/049501.
[44] J. Chen, H. Wang, P. Xie, and H. Najm, “Analysis of thermal conductivity of porous concrete using laboratory measurements and microstructure models,” Constr. Build. Mater., vol. 218, pp. 90–98, 2019, doi: 10.1016/j.conbuildmat.2019.05.120.
[45] Y. Yang, M. D. Lepech, E. H. Yang, and V. C. Li, “Autogenous healing of engineered cementitious composites under wet-dry cycles,” Cem. Concr. Res., vol. 39, no. 5, pp. 382–390, 2009, doi: 10.1016/j.cemconres.2009.01.013.
[46] P. Chindasiriphan, H. Yokota, and P. Pimpakan, “Effect of fly ash and superabsorbent polymer on concrete self-healing ability,” Constr. Build. Mater., vol. 233, p. 116975, 2020, doi: 10.1016/j.conbuildmat.2019.116975.
[47] H. W. Reinhardt and M. Jooss, “Permeability and self-healing of cracked concrete as a function of temperature and crack width,” Cem. Concr. Res., vol. 33, no. 7, pp. 981–985, 2003, doi: 10.1016/S0008-8846(02)01099-2.
[48] P. Termkhajornkit, T. Nawa, and K. Kurumisawa, “Effect of water curing conditions on the hydration degree and compressive strengths of fly ash-cement paste,” Cem. Concr. Compos., vol. 28, no. 9, pp. 781–789, 2006, doi: 10.1016/j.cemconcomp.2006.05.018.
[49] C. Kang and M. Kunieda, “Evaluation and observation of autogenous healing ability of bond cracks along rebar,” Materials (Basel)., vol. 7, no. 4, pp. 3136–3146, 2014, doi: 10.3390/ma7043136.
[50] M. Roig-Flores and P. Serna, “Concrete early-age crack closing by autogenous healing,” Sustain., vol. 12, no. 11, 2020, doi: 10.3390/su12114476.
[51] K.Wang, D.C.Jansen, S.P.Shah, and A.F.Karr, “Permeability study of cracked concrete,” Cem. Concr. Res., vol. 27, no. 3, pp. 381–393, 1997, [Online]. Available: https://digitalcommons.calpoly.edu/cenv_fac/125/.
[52] C. Edvarsen, “Water Permeability and Autogenous Healing of Cracks in Concrete,” Aci Mater. J., vol. 96, no. 4, pp. 448–454, 1999.
[53] A. Neville, “Autogenous Healing—A Concrete Miracle?,” Concr. Int., vol. 24, no. 11, pp. 76–82, 2002.
[54] M. F. Rojas and M. I. Sánchez De Rojas, “Chemical assessment of the electric arc furnace slag as construction material: Expansive compounds,” Cem. Concr. Res., vol. 34, no. 10, pp. 1881–1888, 2004, doi: 10.1016/j.cemconres.2004.01.029.
[55] M. L. Claudia Stuckrath, Ricardo Serpell, Loreto M. Valenzuela, “Quantification of chemical and biological calcium carbonate precipitation. Performance of self healing in reinforced mortar containing chemical admixtures .pdf.” Cement & Concrete Composites, 2014.
[56] ASTM, “ASTM C33/C33M − 18 Standard Specification for Concrete Aggregates,” ASTM Int., vol. i, no. C, pp. 1–11, 2018, doi: 10.1520/C0033.
[57] ASTM, “ASTM C618 − 19 Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use,” ASTM Int., no. C, pp. 3–6, 2019, doi: 10.1520/C0618-19.2.
[58] ASTM, “ASTM C192/C192M − 19 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory,” ASTM Int., pp. 1–8, 2020, doi: 10.1520/C0192.
[59] ASTM, “ASTM C1688/C1688M-14a Standard Test Method for Density and Void Content of Freshly Mixed Pervious Concrete,” 2014. doi: 10.1520/C1688.
[60] ASTM, “ASTM C1754/C1754 - 12: Standard Test Method for Density and Void Content of Hardened Pervious Concrete,” ASTM Int., p. 3, 2012, doi: 10.1520/C1754.
[61] H. El-Hassan, P. Kianmehr, and S. Zouaoui, “Properties of pervious concrete incorporating recycled concrete aggregates and slag,” Constr. Build. Mater., vol. 212, pp. 164–175, 2019, doi: 10.1016/j.conbuildmat.2019.03.325.
[62] ASTM, “ASTM C39/C39M-Compressive Strength of Cylindrical Concrete Specimens,” ASTM Int., pp. 1–7, 2020, doi: 10.1520/C0039.
[63] ASTM, “ASTM C293/C293M − 16 Standard Test Method for Flexural Strength of Concrete ( Using Simple Beam with Third-Point Loading ),” ASTM Int., vol. C78-02, no. C, pp. 1–4, 2016, doi: 10.1520/C0293.
[64] H. Liu, Q. Zhang, C. Gu, H. Su, and V. Li, “Self-healing of microcracks in Engineered Cementitious Composites under sulfate and chloride environment,” Constr. Build. Mater., vol. 153, pp. 948–956, 2017, doi: 10.1016/j.conbuildmat.2017.07.126.
[65] F. Yu, D. Sun, J. Wang, and M. Hu, “Influence of aggregate size on compressive strength of pervious concrete,” Constr. Build. Mater., vol. 209, pp. 463–475, 2019, doi: 10.1016/j.conbuildmat.2019.03.140.
[66] H. Wang, H. Li, X. Liang, H. Zhou, N. Xie, and Z. Dai, “Investigation on the mechanical properties and environmental impacts of pervious concrete containing fly ash based on the cement-aggregate ratio,” Constr. Build. Mater., vol. 202, pp. 387–395, 2019, doi: 10.1016/j.conbuildmat.2019.01.044.
[67] Z. Zhang, Y. Zhang, C. Yan, and Y. Liu, “Influence of crushing index on properties of recycled aggregates pervious concrete,” Constr. Build. Mater., vol. 135, pp. 112–118, 2017, doi: 10.1016/j.conbuildmat.2016.12.203.
[68] V. Sata, A. Wongsa, and P. Chindaprasirt, “Properties of pervious geopolymer concrete using recycled aggregates,” Constr. Build. Mater., vol. 42, pp. 33–39, 2013, doi: 10.1016/j.conbuildmat.2012.12.046.
[69] J. Chen, H. Wang, and L. Li, “Virtual testing of asphalt mixture with two-dimensional and three-dimensional random aggregate structures,” Int. J. Pavement Eng., vol. 18, no. 9, pp. 824–836, 2017, doi: 10.1080/10298436.2015.1066005.
[70] N. Shaheen, R. A. Khushnood, W. Khaliq, H. Murtaza, R. Iqbal, and M. H. Khan, “Synthesis and characterization of bio-immobilized nano/micro inert and reactive additives for feasibility investigation in self-healing concrete,” Constr. Build. Mater., vol. 226, pp. 492–506, 2019, doi: 10.1016/j.conbuildmat.2019.07.202.