Rubber-Modified Self-Compacting Mortar: Evaluating Setting Time and Strength Development
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Date
2025
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Yildiz Technical University
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Abstract
The influence of using crumb rubber (CR) obtained from the second scraping of used tires as fine aggregate in manufacturing self-compacting mortar (SCM) was investigated experimentally in this study. To explore this natural fine aggregate in SCM mixes was partially replaced with CR at levels ranging from 5% to 25% by total fine aggregate volume. Two mix series one with a total binder of 500 kg/m3 and the other with a 540 kg/m3 binder were designed at water-to-binder ratios of 0.40 and 0.33. Ordinary Portland cement (80% by weight) and fly ash (20% by weight) were used to manufacture mortars. Twelve SCM mixes were cast and tested to evaluate their fresh-state properties including setting times flow diameter and flow time. Moreover the compressive strengths at 3 7 28 56 and 90 days were determined for each mix to investigate their strength development. The test results indicated that the incorporation of CR adversely affected the fresh properties of the SCM mixes and an increase in the CR replacement level systematically diminished their strength characteristics. Nevertheless it was observed that it could be used in a controlled manner to achieve the desired properties.
Description
Keywords
Compressive Strength, Mühendislik, Makine, Crumb Rubber, Tıbbi İnformatik, Workability, High Strength, Waste Management, Yeşil, Sürdürülebilir Bilim Ve Teknoloji, Building construction, high strength, workability, TA401-492, waste management, compressive strength, crumb rubber, Materials of engineering and construction. Mechanics of materials, TH1-9745
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Citation
1. Güneyisi E. Fresh properties of self-compacting rubberized concrete incorporated with fly ash. Materials and Structures. 2010,43:1037–48. doi:10.1617/s11527-009-9564-1.2. ˙ Ipek S Diri A Mermerda¸ s K. Recycling the low-density polyethylene pellets in the pervious concrete production. Jour nal of Materials Cycle and Waste Management. 2021,23:272–87. doi:10.1007/s10163-020-01127-x.3. Mezidi A Kettab RM Benzahar HH Touhari M. Behavior of modified concrete based on crumb rubber: Experimental test and numerical investigation. Advances in Concrete Construc tion. 2021,12(2):125–34. doi:10.12989/acc.2021.12.2.125.4. Hosseini SA. Application of various types of recycled waste materials in concrete constructions. Advances in Concrete Con struction. 2020,9(5):479–89. doi:10.12989/acc.2020.9.5.479.5. Yung W Yung L Hua L. A study of the durability proper ties of waste tire rubber applied to self-compacting concrete. Construction and Building Materials. 2013,41:665–72. doi:10. 1016/j.conbuildmat.2012.11.019.6. Shah SN Mo KH Yap SP Putra A Othman MN. Assessment of lightweight recycled crumb rubber-cement composite pro ducedbypreplacedmethod. AdvancesinConcreteConstruction. 2021,11(5):409–17. doi:10.12989/acc.2021.11.5.409.7. EPA- United States Environmental Protection Agency. Con sumer information on greener products and services retrieved on 20/10/2020 from https://www.epa.gov/greenerproducts/ consumer-information-greener-productsand-services.8. TurerA.Recyclingofscraptires in Material Recycling- Trends and Perspectives. D.S. Achilias. IntechOpen. 2012:195–212. doi:10.5772/32747.9. ˙ Ipek S Mermerda¸ s K. Engineering properties and SEM anal ysis of eco-friendly geopolymer mortar produced with crumb rubber. Journal of Sustainable Construction Materials and Tech nologies. 2022,7(2):95–107. doi:10.47481/jscmt.1106592.10. Xu X Leng Z Wang S Lan J Li R Tan Z Sreeram A. Rubber–bitumen interaction of plant-blended rubberized bi tumen prepared under various blending conditions. Journal of Testing and Evaluation. 2022,50(2):951–66. doi:10.1007/978 3-030-46455-4_208.11. Güneyisi E Geso˘ glu M Mermerda¸ s K Ipek S. Experimental investigation on durability performance of rubberized con crete. Advances in Concrete Construction. 2014,2(3):187–201. doi:10.12989/acc.2014.2.3.193.12. Mermerda¸ s K Ipek S I¸ sıker Y Ulusoy A. Thermal con ductivity abrasion resistance and compressive strength of end-of-life tire aggregate incorporated concrete. Jour nal of Sustainable Construction Materials and Technologies. 2023,8(1):35–46. doi:10.47481/jscmt.1204757.13. Atahan AO Yücel A. Crumb rubber in concrete: Static and dynamic evaluation. Construction and Building Materials. 2012,36:617–22. doi:10.1016/j.conbuildmat.2012.04.068.14. Topçu I. The properties of rubberized concretes. Cement and Concrete Research. 1995,25(2):304–10. doi:10.1016/0008 8846(95)00014-3.15. Khatip Z Bayomy F. Rubberized Portland cement concrete. Journal of Materials in Civil Engineering. 1999,11(3):206–13. doi:10.1061/(ASCE)0899-1561(1999)11:3(206).16. Geso˘ glu G Güneyisi E Hansu O Ipek S Asaad DS. Influence of waste rubber utilization on the fracture and steel–concrete bond strength properties of concrete. Construction and Building Materials. 2015,101(1):1113–21. doi:10.1016/j.conbuildmat. 2015.10.030.17. WangJChenXBuJGuoS.Experimentalandnumericalsim ulation study on fracture properties of self-compacting rubber ized concrete slabs. Computers and Concrete. 2019,24(4):283 93. doi:10.12989/cac.2019.24.4.283.18. Siddika A Al Mamun MA Alyousef R Amran YHM Aslani F Alabduljabbar H. Properties and utilizations of waste tire rub ber in concrete: A review. Construction and Building Materials. 2019,224:711–31. doi:10.1016/j.conbuildmat.2019.07.108.19. Güneyisi E Geso˘ glu M Naji N Ipek S. Evaluation of the rheo logical behavior of fresh self-compacting rubberized concrete by using the Herschel–Bulkley and modified Bingham models. Archives of Civil and Mechanical Engineering. 2016,16:9–19. doi:10.1016/j.acme.2015.09.003.20. PhanTHChaoucheMMoranville M. Influence of organic ad mixtures on the rheological behavior of cement pastes. Cement and Concrete Research. 2006,36(10):1807–13. doi:10.1016/j. cemconres.2006.05.028.21. Güneyisi E Geso˘ glu M Özturan T. Properties of rubber ized concretes containing silica fume. Cement and Concrete Research. 2004,34(12):2309–17. doi:10.1016/j.cemconres. 2004.04.005.22. Nguyen T Toumi A Turatsinze A. Mechanical properties of steel fiber reinforced and rubberized cement-based mortars. Materials & Design. 2010,31(1):641–7. doi:10.1016/j.matdes. 2009.05.006.23. Valeria C Alida M Giacomo M. Mechanical behavior and thermal conductivity of mortars containing waste rubber par ticles. Materials & Design. 2011,32(3):1646–50. doi:10.1016/ j.matdes.2010.10.013.24. Gupta T Chaudhary S Sharma RK. Assessment of mechanical and durability properties of concrete containing waste rub ber tire as fine aggregate. Construction and Building Materials. 2014,73:562–74. doi:10.1016/j.conbuildmat.2014.09.102.25. Ren R Liang JF Liu DW Gao JH Chen L. Mechanical be havior of crumb rubber concrete under axial compression. Advances in Concrete Constructio. 2020,9(3):249–56. doi:10. 12989/acc.2020.9.3.249.26. Ke X Xiang W Ye C. Mechanical properties and damage constitutive model of self-compacting rubberized concrete. Computers and Concrete. 2022,30(4):257–67. doi:10.12989/ cac.2022.30.4.257.27. Pongsopha P Sukontasukkul P Maho B Intarabut D Phoo ngernkham T Hanjitsuwan S Choi D Limkatanyu S. Sus tainable rubberized concrete mixed with surface treated PCM lightweight aggregates subjected to high temperature cycle. Construction and Building Materials. 2021,303:124535. doi:10. 1016/j.conbuildmat.2021.124535.28. Dhir R Limbachiya M Paine K. Recycling and Reuse of Used Tyres Thomas Telford Publishing London UK 2001.29. Topçu B˙ I Unverdi A. Waste and Supplementary Cemen titious Materials in Concrete: Ch 2- Scrap tires/crumb rubber Characterisation Properties and Applications. Wood head Publishing Series in Civil and Structural Engineering 2018. p. 51–77. doi:10.1016/B978-0-08-102156-9.00002-X.30. Tomosawa F Noguchi T Tamura M. The way concrete re cycling should be. Journal of Advanced Concrete Technology. 2005,3(1):3–16. doi:10.3151/jact.3.3.31. Sukontasukkul P Jamnam S Premanoch P Sappakittipakorn M Banthia N. Use of high content crumb rubber from wasted tire in bulletproof concrete panels. 1st International Confer ence in Concrete Sustainability Tokyo Japan 2013.32. Al-Akhras N Smadi M. Properties of tire rubber ash mortar. Cement and Concrete Composites. 2004,26(7):821–6. doi:10. 1016/j.cemconcomp.2004.01.004.33. TS EN 197-1. Cement-Part 1: Composition specifications and conformity criteria for common cements. Turkish Standards Ankara Turkiye 2002.34. ASTMC618-12.Standardspecificationforcoalflyashandraw or calcined natural pozzolan for use as a mineral admixture in concrete. ASTM International West Conshohocken PA 2012 doi:10.1520/C0618-12.35. ASTM C109/C109M-13. Standard Test Method for Compres sive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens). ASTM International West Con shohocken PA 2013 doi:10.1520/C0109_C0109M-13.36. EFNARC. Specification and guidelines for self-compacting concrete. 2002. p. 29–35. Free pdf copy downloadable from http://www.efnarc.org.37. Güneyisi E Geso˘ glu M Ghanim H Ipek S Taha I. Influ ence of the artificial lightweight aggregate on fresh properties and compressive strength of the self-compacting mortars. Construction and Building Materials. 2016,116:151–8. doi:10. 1016/j.conbuildmat.2016.04.140.38. ASTM C403-C403M-08. Standard Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance. ASTM International West Conshohocken PA 2008 doi:10.1520/ C0403_C0403M-08.39. Ahmadi B. Initial and final setting time of concrete in hot weather. Materials and Structures. 2000,33:511–4. doi:10. 1007/BF02480528.40. Najim K Hall M. A review of the fresh/hardened proper ties and applications for plain-(PRC) and self-compacting rubberized concrete (SCRC). Construction and Building Ma terials. 2010,24:2043–51. doi:10.1016/j.conbuildmat.2010. 04.056.41. Batayneh M Asi I. Promoting the use of crumb rub ber concrete in developing countries. Waste Management. 2008,28(11):2171–6. doi:10.1016/j.wasman.2007.09.035.42. Turatsinze A Garros M. On the modulus of elasticity and strain capacity of self-compacting concrete incorporating rubber aggregates. Resources Conservation and Recycling.2008,52(10):1209–15. doi:10.1016/j.resconrec.2008.06.012. 43. Ganjian E Khorami M Maghsoudi A. Scrap-tyre-rubber replacement for aggregate and filler in concrete. Construc tion and Building Materials. 2009,23:1828–36. doi:10.1016/j. conbuildmat.2008.09.020.44. Topçu I Bilir T. Experimental investigation of some fresh and hardened properties of rubberized self-compacting con crete. Materials & Design. 2009,30(8):3056–65. doi:10.1016/ j.matdes.2008.12.011.45. Mindess S Young J. Concrete. (1st Edition) Englewood Cliff New Jersey USA 1981.46. Neville A. Properties of Concrete. (4th Edition) Addison Wes ley Longman London UK 1995.47. SiddiqueRNaikT.Properties of concrete containing scraptire rubber– an overview. Waste Management. 2004,24(6):563–9. doi:10.1016/j.wasman.2004.01.006.48. Li G Stubblefield M Garrick G Eggers J Abadie C Huang B. Development of waste tire modified concrete. Cement and Concrete Research. 2004,34(12):2283–9. doi:10.1016/j. cemconres.2004.04.013.49. MorenoDDPRibeiroSSaronC.Rubberizedmortarfromrub ber tire waste with controlled particle size. Journal of Sustain able Construction Materials and Technologies. 2021,6(1):1–11. doi:10.29187/jscmt.2021.54.
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Journal of Sustainable Construction Materials and Technologies
Volume
10
Issue
2
Start Page
213
End Page
229
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