Durability effect of reclaimed asphalt aggregate on concrete road pavement
DOI:
https://doi.org/10.3989/mc.2024.356823Keywords:
Recycled Asphalt Pavement, Concrete Road, Durability, Corrosion, Acid AttackAbstract
The use of recycled aggregates instead of natural aggregates used in concrete reduces environmental pollution and concrete costs. Recycled Asphalt Pavement (RAP) aggregate used as recycled aggregate has a lower water absorption than natural aggregate due to its bituminous structure, which reduces the water requirement of fresh concrete. In this study, it was aimed to determine the optimum use of RAP particles as aggregate in concrete for read pavements and to determine their durability properties. For this purpose, RAP was used instead of crushed stone aggregate used in concrete road construction. RAP was used by replaced aggregate 0%, 25%, 50% and 100% of the crushed stone aggregate used on the concrete road. The dose of the produced concrete was 350 kg/m3 and the water/cement ratio was kept constant as 0.45. The fresh workability and air content of concretes containing RAP were determined. Compressive strength, splitting tensile strength, electrical resistivity value, accelerated corrosion test of hardened concretes were subjected to corrosion resistance, water absorption and porosity percentage, acid resistance, ultrasonic pulse rate and Scanning Electron Microscope (SEM) and X-ray Diffractometer (XRD) analyzes were determined. In the experimental results, it has been observed that the use of RAP ratio of 25% and 50% remains within the limit values for concrete pavement. It is recommended to be used on reinforced concrete roads that will be exposed to adverse environmental conditions with its high corrosion resistance, thanks to its anti-corrosion feature.
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Debbarma S, Ransinchung RN. 2020. Achieving sustainability in roller compacted concrete pavement mixes using reclaimed asphalt pavement aggregates - state of the art review. J Clean Prod. 287:125078. https://doi.org/10.1016/j.jclepro.2020.125078
Saboo N, Nirmal Prasad A, Sukhija M, Chaudhary M, Chandrappa AK. 2020. Effect of the use of recycled asphalt pavement (RAP). Aggregates on the performance of pervious paver blocks (PPB). Constr Build Mater. 262:120581. https://doi.org/10.1016/j.conbuildmat.2020.120581
Ray Chaudhuri A, Hashimoto Y, Herrador R. 2012. Topoisomerase I poisoning results in PARP-mediated replication fork reversal. Nat Struct Mol Biol. 19:417-423. https://doi.org/10.1038/nsmb.2258 PMid:22388737
Oikonomou ND. 2005. Recycled concrete aggregates. Cem Concr Compos. 27(2):315-318. https://doi.org/10.1016/j.cemconcomp.2004.02.020
Huang B, Shu X, Li G. 2013. Laboratory investigation of Portland cement concrete containing recycled asphalt pavements. Cem Concr Res. 35(10):2008-2013. https://doi.org/10.1016/j.cemconres.2005.05.002
Decker D. 1997. State of the practice for use of RAP in hot mix asphalt. J. Assoc. Inf. Sci. Technol. 66:704-722. Retrieved from https://trid.trb.org/View/1163622.
Jahanbakhsh H, Karimi MM, Naseri H, Nejad FM. 2019. Sustainable asphalt concrete containing high reclaimed asphalt pavements and recycling agents: performance assessment cost analysis and environmental impact. J. Clean. Prod. 244:118837. https://doi.org/10.1016/j.jclepro.2019.118837
Adesina A, Das S. 2021. Sustainable utilization of recycled asphalt as aggregates in engineered cementitious composites. Constr. Build. Mater. 283:122727. https://doi.org/10.1016/j.conbuildmat.2021.122727
Hossiney N, Sepuri HK, Mohan M, Arjun HR, Govindaraju S, Chyne JM. 2019. Alkali-activated concrete paver blocks made with recycled asphalt pavement (RAP). aggregates. Case Stud. Constr. Mater. 12:e00322. https://doi.org/10.1016/j.cscm.2019.e00322
Ma Y, Hu W, Polaczyk PA, Han B, Xiao R, Zhang M, Huang B. 2020. Rheological and aging characteristics of the recycled asphalt binders with different rejuvenator incorporation methods. J. Clean. Prod. 262:121249. https://doi.org/10.1016/j.jclepro.2020.121249
Erdem S, Blankson MA. 2014. Environmental performance and mechanical analysis of concrete containing recycled asphalt pavement (RAP). and waste precast concrete as aggregate. J. Hazard. Mater. 264:403-410. https://doi.org/10.1016/j.jhazmat.2013.11.040
PMid:24316812
Ibrahim A, Mahmoud E, Khodair Y, Patibandla VC. 2014. Fresh mechanical and durability characteristics of self-consolidating concrete incorporating recycled asphalt pavements. J. Mater. Civ. Eng. 26(4):668-675. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000832
Zaumanis M, Arraigada M, Poulikakos LD. 2020. 100% recycled high-modulus asphalt concrete mixture design and validation using vehicle simulator. Construct. Build. Mater. 260:119891. https://doi.org/10.1016/j.conbuildmat.2020.119891
Yang C, Wu S, Cui P, Amirkhanian S, Zhao Z, Wang F, Zhang L, Wei M, Zhou X, Xie J. 2022. Performance characterization and enhancement mechanism of recycled asphalt mixtures involving high RAP content and steel slag. J. Clean. Prod. 336:130484. https://doi.org/10.1016/j.jclepro.2022.130484
Topcu İB, Isıkdağ B. 2006. Atık asfalt kırıklarının agrega olarak beton yollarda değerlendirilmesi. ACE 2006, 7th International Congress in Civil Engineering. Yıldız Technical University, İstanbul, Turkey. TCMB Cimento ve Beton Dunyas 11:72-85.
Bittencourt SV, da Silva Magalhães M, da Nóbrega Tavares ME. 2021. Mechanical behavior and water infiltration of pervious concrete incorporating recycled asphalt pavement aggregate. Case Stud. Constr. Mater. 14:e00473. https://doi.org/10.1016/j.cscm.2020.e00473
Rezende LR, Silveira LR, Araújo WL, Luz MP. 2014. Reuse of fine quarry wastes in pavement: Case study in Brazil. J. Mater. Civ. Eng. 26(8):1-9. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000997
TS EN 197-1. 2012. Cement-Stage 1: General cements-component. Turkish Standard Institute Ankara Turkey.
TS EN 12350-2. 2019. Testing fresh concrete - Part 2: Slump test.
TS EN 12350-7. 2019. Testing fresh concrete - Part 7: Air content - Pressure Methods.
TS EN 12390-3. 2021. Testing hardened concrete - Part 3: Compressive strength of test specimens.
TS EN 12390-6. 2010. Testing hardened concrete - Part 6: Tensile splitting strength of test specimens.
TS EN 12390-7. 2010. Testing hardened concrete - Part 7: Density of hardened concrete TSE Ankara.
ASTM C 1760. 2012. Standard test method for bulk electrical conductivity of hardened concrete. West Conshohocken (PA): ASTM.
TS EN 12504-4. 2021. Testing concrete in structures - Part 4: Determination of ultrasonic pulse velocity.
Dąbrowski M, Glinicki MA, Dziedzic K, Antolik A. 2019. Validation of sequential pressure method for evaluation of the content of microvoids in air entrained concrete. Constr. Build. Mater. 227:116633. https://doi.org/10.1016/j.conbuildmat.2019.08.014
Poon CS, Azhar S, Anson M, Wong YL. 2001. Comparison of the strength and durability performance of normal- and high-strength pozzolanic concretes at elevated temperatures. Cem. Concr. Res. 31(9):1291-1300. https://doi.org/10.1016/S0008-8846(01)00580-4
Nagataki S, Gokce A, Saeki T, Hisada M. 2004. Assessment of recycling process induced damage sensitivity of recycled concrete aggregates. Cem. Concr. Res. 34(6):965-971. https://doi.org/10.1016/j.cemconres.2003.11.008
Uygunoğlu T, Topçu İB, Şimşek B, Çınar E. 2018. Kendiliğinden yerleşen harçların elektriksel özdirenci üzerine mineral katkıların etkisi. Süleyman Demirel Üniversitesi Fen Bilimleri Enstitüsü Derg. 22(2):986-992. Retrieved from https://dergipark.org.tr/tr/pub/sdufenbed/issue/38975/456430. https://doi.org/10.19113/sdufbed.46877
He SJ, Wang Z, Hu J, Zhu JB, Wei LP, Chen Z. 2018. Formation of superhydrophobic micronanostructured iron oxide for corrosion protection of N80 steel. Mater. Design. 160:84-94. https://doi.org/10.1016/j.matdes.2018.09.002
Uygunoğlu T, Topçu İ.B, Çınar E, Eryeşil Ö. 2021. Yüzeysel su yalıtımlı betonların bazı durabilite özeliklerinin araştırılması. El-Cezerî Fen ve Mühendislik Dergisi. 7(3):1245-1257. https://doi.org/10.31202/ecjse.742967
Nguyen AQ, Klyz G, Derby F, Balayssac JP. 2018. Assessment of the electrochemical stateos steel in water saturated concrete by resistivity measurement. Constr. Build. Mater. 171:455-466. https://doi.org/10.1016/j.conbuildmat.2018.01.155
Chen CT, Chang JJ, Yeih W. 2014. The effects of specimen parameters on the resistivity of concrete. Constr. Build. Mater. 71:35-43. https://doi.org/10.1016/j.conbuildmat.2014.08.009
Abraham SM, Ransinchung GDRN. 2018. Influence of RAP aggregates on strength durability and porosity of cement mortar. Constr. Build. Mater. 189:1105-1112. https://doi.org/10.1016/j.conbuildmat.2018.09.069
Brand AS, Roesler JR. 2017. Bonding in cementitious materials with asphalt-coated particles: Part I - The interfacial transition zone. Constr. Build. Mater. 130:171-181. https://doi.org/10.1016/j.conbuildmat.2016.10.019
Fan YF, Hu ZQ, Luan HY. 2012. Deterioration of tensile behavior of concreteexposed to artificial acid rain environment. Interact. Multiscale Mech. 5(1):41-56. Retrieved from https://www.techno-press.org/samplejournal/pdf/imm0501004.pdf. https://doi.org/10.12989/imm.2012.5.1.041
Wongkvanklom A, Posi P, Kampala A, Kaewngao T, Chindaprasirt P. 2021. Beneficial utilization of recycled asphaltic concrete aggregate in high calcium fly ash geopolymer concrete. Case Stud. Constr. Mater. 15:e00615. https://doi.org/10.1016/j.cscm.2021.e00615
Yasar E, Erdogan Y, Kılıç A. 2004. Effect of limestone aggregate type and water cement ratio on concrete strength. Mater. Lett. 58(5):772-777. https://doi.org/10.1016/j.matlet.2003.06.004
Çınar E, Dündar B, Uygunoğlu T. 2020. Investigation on high-temperature effect of recycled concrete aggregate on mortars. Mat. Int. 2(2):236-241. Retrieved from https://materials.international/wp-content/uploads/2020/05/2668572822236241.pdf.
Abdalfattah IA, Mogawer WS, Stuart K. 2021. Quantification of the degree of blending in hot-mix asphalt (HMA) with reclaimed asphalt pavement (RAP) using energy dispersive X-ray spectroscopy (EDX) analysis. J. Clean. Prod. 294:126261. https://doi.org/10.1016/j.jclepro.2021.126261
Ryu JS. 2002. An Experimental study on the effect of recycled aggregate on concrete roperties. Mag. Concr. Res. 54(1):7-12. https://doi.org/10.1680/macr.54.1.7.40806
Al-Mufti RL, Fried AN. 2017. Improving the strength properties of recycled asphalt aggregate concrete. Constr. Build. Mater. 149:45-52 https://doi.org/10.1016/j.conbuildmat.2017.05.056
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Afyon Kocatepe Üniversitesi
Grant numbers 16.MUH.ALTY.05.
