Synergistic Effects of Recycled PET Particles and Silica Fume on the Fresh, Hardened and Durability Performance of Roller Compacted Concrete

Document Type : Original Article

Authors

1 Department of civil engineering, Central Tehran Branch, Tehran, Iran

2 Department of Civil Engineering, Central Tehran Branch, Islamic Azad University, Tehran, Iran.

Abstract

Roller Compacted Concrete (RCC) has garnered significant attention in the road and infrastructure sectors due to its economic and technical advantages. The integration of specific particles to bolster its strength without compromising workability is garnering increasing focus. This research provides an experimental assessment of the effects of polyethylene terephthalate (PET) particles — derived from recycled beverage bottles and plastic bags — and silica fume on the fresh and hardened properties of RCC. PET particle replacement by coarse aggregate was studied at increments of 0.5 to 2 % by volume or 5, 10, 15, and 20 kg per cubic meter. The fresh properties of RCC were evaluated using the Vebe consistency time test. Hardened characteristics were determined through measures like compressive strength, splitting tensile strength and flexural strength over varied durations. Additionally, water absorption and electrical resistivity tests were conducted to provide insights into durability. Initial results indicate an optimal PET particle concentration of 5 Kg/m^3 for balanced fresh and hardened RCC properties. Nonetheless, it's essential to highlight that a rise in PET particle dosage corresponded with a slight reduction in compressive strength. This investigation furnishes crucial perspectives for industry experts pursuing sustainable and efficacious enhancements for RCC applications.

Keywords

Main Subjects

Copyright © 2023 Mehdi Akhondi. This is an open access paper distributed under the Creative Commons Attribution License. Journal of Civil Engineering and Materials Application is published by Pendar Pub; Journal p-ISSN 2676-332X; Journal e-ISSN 2588-2880.

References

[1] Rahmani E, Dehestani M, Beygi MH, Allahyari H, Nikbin IM. On the mechanical properties of concrete containing waste PET particles. Construction and Building Materials. 2013 Oct 1;47:1302-8. [View at Google Scholar]; [View at Publisher].
[2] Nia SB, Taheri M, Jamalpour R. EVALUATING THE SIMULTANEOUS EFFECT OF RECYCLED PET PARTICLES AND ZEOLITE POZZOLAN ON THE MECHANICAL AND DURABILITY CHARACTERISTICS OF SELF-COMPACTING ECO-FRIENDLY CONCRETE. Journal of Cement and Concrete Research (JCCR). 2023 Jan;2(1). [View at Google Scholar]; [View at Publisher].
[3] Jo BW, Park SK, Park JC. Mechanical properties of polymer concrete made with recycled PET and recycled concrete aggregates. Construction and Building Materials. 2008 Dec 1;22(12):2281-91. [View at Google Scholar]; [View at Publisher].
[4] Pelisser F, Neto AB, La Rovere HL, de Andrade Pinto RC. Effect of the addition of synthetic fibers to concrete thin slabs on plastic shrinkage cracking. Construction and building materials. 2010 Nov 1;24(11):2171-6. [View at Google Scholar]; [View at Publisher].
[5] Soroushian P, Ravanbakhsh S. Control of plastic shrinkage cracking with specialty cellulose fibers. Materials Journal. 1998 Jul 1;95(4):429-35. [View at Google Scholar]; [View at Publisher].
[6] Nia SB, Adlparvar MR. The effects of waste polyethylene terephthalate (PET) particles on the properties of fresh and hardened self-consolidating concrete. IJCEC. 2022;1(1):06-12. [View at Google Scholar]; [View at Publisher].
[7] Europe  Plastic report. An analysis of European latest plastics production, demand and waste data, (2018).  [View at Publisher].
[8] Saeed Bozorgmehr Nia, Masoud Taheri, Reza Jamalpour, Achieving Realistic Cost Estimates in Building Construction Projects: A Reliability Assessment of Pre-Construction Stage Cost Estimates, International Journal of Construction Engineering and Management , Vol. 12 No. 3, 2023, pp. 81-90. [View at Google Scholar]; [View at Publisher].
[9] Settari, Ch., Debieb, F., Kadri, E., Mechanical behavior of concretes reinforced with recycled  polyethylene terephthalate (PET) fibers. Revue des Energies Renouvelables, 2017.  20 (2), 279e286.
[10] Courard L, Michel F, Delhez P. Use of concrete road recycled aggregates for roller compacted concrete. Construction and building Materials. 2010 Mar 1;24(3):390-5. [View at Google Scholar]; [View at Publisher].
[11] Fakhri M. The effect of waste rubber particles and silica fume on the mechanical properties of roller compacted concrete pavement. Journal of cleaner production. 2016 Aug 15;129:521-30. [View at Google Scholar]; [View at Publisher].
[12] Krishnamoorthy RR, David TK, Mastor NA, Nadarasa K. Repair of deteriorating pavement using recycle concrete materials. Procedia engineering. 2016 Jan 1;142:371-82. [View at Google Scholar]; [View at Publisher].
[13] Silva RV, de Brito J, Saikia N. Influence of curing conditions on the durability-related performance of concrete made with selected plastic waste aggregates. Cement and Concrete Composites. 2013 Jan 1;35(1):23-31. [View at Google Scholar]; [View at Publisher].
[14] Vahedifard F, Nili M, Meehan CL. Assessing the effects of supplementary cementitious materials on the performance of low-cement roller compacted concrete pavement. Construction and Building Materials. 2010 Dec 1;24(12):2528-35. [View at Google Scholar]; [View at Publisher].
[15] Manjunath BA. Partial replacement of E-plastic waste as coarse-aggregate in concrete. Procedia Environmental Sciences. 2016 Jan 1;35:731-9. [View at Google Scholar]; [View at Publisher].
[16] Zehil GP, Assaad JJ. Feasibility of concrete mixtures containing cross-linked polyethylene waste materials. Construction and Building Materials. 2019 Nov 30;226:1-0. [View at Google Scholar]; [View at Publisher].
[17] Nia SB, Chari MN, Adlparvar MR. Experimental Study of Applying Natural Zeolite as A Partial Alternative for Cement in Self-Compacting Concrete (SCC). Advance Researches in Civil Engineering ISSN. 2019:2645-7229. [View at Google Scholar]; [View at Publisher].
[18] Debbarma S, Ransinchung RN GD, Singh S. Suitability of various supplementary cementitious admixtures for RAP inclusive RCCP mixes. International Journal of Pavement Engineering. 2021 Oct 15;22(12):1568-81. [View at Google Scholar]; [View at Publisher].
[19] Kumar A, Bheel N, Ahmed I, Rizvi SH, Kumar R, Jhatial AA. Effect of silica fume and fly ash as cementitious material on hardened properties and embodied carbon of roller compacted concrete. Environmental Science and Pollution Research. 2022 Jan;29:1210-22. [View at Google Scholar]; [View at Publisher].
[20] ASTM C150, 2020, Standard specification for portland cement, American Society for the Testing of Materials, Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA, 2020. [View at Publisher].
[21] ASTM C1240, Standard Specification for Silica Fume Used in Cementitious Mixtures, American Society for the Testing of Materials, Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA, 2020. [View at Publisher].
[22] ASTM C33, 2018 Standard Specification for Concrete Aggregates, American Society for the Testing of Materials, Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA, 2018. [View at Publisher].
[23] ACI PRC-327- (2014). Guide to Roller-Compacted Concrete Pavements, 2014. [View at Publisher].
[24] ASTM C1170/C1170M20, 2020, Standard Test Method for Determining Consistency and Density of Roller-Compacted Concrete Using a Vibrating Table, ASTM International, West Conshohocken, PA, 2020. [View at Publisher].
[25] ACI 211 3R-02, Reapproved 2009, Guide for Selecting Proportions for No Slump Concrete, 2002. [View at Publisher].
[26] ASTM C39, 2005, Standard Specification for Compressive Strength of Cylindrical Concrete Specimens, American Society for the Testing of Materials, Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA, 2005. [View at Publisher].
[27] ASTM C496, 2004, Standard Specification for Splitting Tensile Strength of Cylindrical Concrete Specimens, American Society for the Testing of Materials, Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA, 2004. [View at Publisher].
[28] ASTM C293/C293M, 2016, Standard Test Method for Flexural Strength of Concrete (Using Simple Beam With Center-Point Loading), 04.02, ASTM International,, West Conshohocken, 2016. [View at Publisher].
[29] ASTM C1585, 2013, Standard Test Method for Measurement of Rate of Absorption of Water by Hydraulic-Cement Concretes, American Society for Testing and Materials, 2013. [View at Publisher].
[30] AASHTO T358-19. (2019). Standard Test Method for Surface Resistivity Indication of Concrete’s Ability to Resist Chloride Ion Penetration. [View at Publisher].
[31] Lu C, Zhang X, Liang M. Mechanochemical Recycling and Processing of Waste Crosslinked Polymers: Waste Tire Rubber and Waste XLPE from Cable Scraps. The 5th ISFR (October 11–14, 2009, Chengdu, China). 2009 Oct 11:148-55. [View at Google Scholar]; [View at Publisher].
[32] Meddah MS, Bencheikh M. Properties of concrete reinforced with different kinds of industrial waste fibre materials. Construction and building materials. 2009 Oct 1;23(10):3196-205. [View at Google Scholar]; [View at Publisher].
[33] Zhao Z, Xiao F, Amirkhanian S. Recent applications of waste solid materials in pavement engineering. Waste management. 2020 May 1;108:78-105. [View at Google Scholar]; [View at Publisher].
[34] Meddah A, Beddar M, Bali A. Use of shredded rubber tire aggregates for roller compacted concrete pavement. Journal of Cleaner Production. 2014 Jun 1;72:187-92. [View at Google Scholar]; [View at Publisher].
Journal of Civil Engineering and Materials Application
Volume 7, Issue 4
December 2023
Pages 243-257

Files

History

  • Receive Date: 13 August 2023
  • Revise Date: 13 October 2023
  • Accept Date: 16 November 2023

Share

How to cite

Statistics