Estimation of Rubber Waste Concrete Properties by Ultrasonic Velocities: Effect of Transducers’ Diameters and Frequencies
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University of Larbi Ben M’hidi, Oum El-Bouaghi, Algeria
Civil Engineering and Hydraulic Laboratory, University of 8 May 1945, Guelma, Algeria
Online publication date: 2020-08-20
Publication date: 2020-06-01
Civil and Environmental Engineering Reports 2020;30(2):200–220
This experimental study aimed to use the ultrasonic pulse velocity method (UPV) in order to investigate the effect of rubber tire waste content and transducers’ diameters and frequencies on the evolution of ultrasonic velocities in time and to elucidate the correlations between UPV and the properties of various concrete mixtures. The incorporation of this waste involved volume substitution (0, 5, 10, 15 and 20%) of fine aggregates (sand) by rubber waste (RW) granulates. The dry unit weight, porosity, compressive and flexural strengths, and velocity of ultrasonic waves with different transducers - which presents the non-destructive technique - were evaluated. Rubberized concrete mixtures showed increases in porosity with lower dry unit weight compared to the control concrete. Compressive strength, flexural strength and ultrasonic velocity obtained by all transducers decreases with increasing RW content. These decreases are not influenced by the curing age of concretes. Decreases in the diameter and frequency of transducers caused reductions in ultrasonic velocity. These reductions are not influenced by the volume replacement of sand by RW. Correlations showed that ultrasonic velocity represents a reliable non-destructive technique for measuring the properties of rubberized concretes.
Benazzouk, A, Douzane, O and Quéneudec, M 2006. Valorisation de déchets de caoutchouc dans les matériaux de construction : cas d’un composite cimentaire cellulaire. Déchets sciences et techniques, N°41, p. 30-35.
Fiore, A, Marano, GC, Marti, C and Molfetta, M 2014. On the Fresh/Hardened Properties of Cement Composites Incorporating Rubber Particles from Recycled Tires. Hindawi Publishing Corporation Advances in Civil Engineering, Article ID 876158, 12 pages.
Balaha, MM, Badawy, AAM and Hashish, M 2007. Effect of using ground waste tire rubber as fine aggregate on the behaviour of concrete mixes. Indian Journal of Engineering & Materials Sciences, Vol. 14, pp. 427-435.
Khaloo, AR, Dehestani, M and Rahmatabadi, P 2008. Mechanical properties of concrete containing a high volume of tire–rubber particles. Waste Management, 28, 2472–2482.
Issa, CA and Salem, G 2013. Utilization of recycled crumb rubber as fine aggregates in concrete mix design. Construction and Building Materials, 42, 48-52.
Lijuan, L, Shenghua, R and Lan, Z 2014. Mechanical properties and constitutive equations of concrete containing a low volume of tire rubber particles. Construction and Building Materials, 70, 291-308.
Bisht, K and Ramana, PV 2017. Evaluation of mechanical and durability properties of crumb rubber Concrete. Construction and Building Materials, 155, 811–817.
Albano, C, Camacho, N, Reyes, J, Feliu, JL and Hernandez, M 2005. Influence of scrap rubber addition to Portland I concrete composites: Destructive and non-destructive testing. Composite Structures, 71, 439-446.
Benazzouk, A, Douzane, O, Langlet, T, Mezreb, K, Labbani, F and Roucoult, JM 2008. Effet des granulats de caoutchouc sur les propriétés d’un mortier de ciment. XIV Colloque National de la Recherche dans les IUT (CNRIUT 2008), Université Claude Bernard Lyon 1, France.
Thomas, BS and Gupta, RC 2015. Long-term behaviour of cement concrete containing discarded tire Rubber. Journal of Cleaner Production, 102, 78-87.
Girskas, G and Nagrockiene, D 2017. Crushed rubber waste impact of concrete basic properties. Construction and Building Materials, 140: 36-42.
Zheng, L, Sharon Huo, X and Yuan, Y 2008. Experimental investigation on dynamic properties of rubberized concrete. Construction and Building Materials, 22, 939-947.
Ganjian, E, Khorami, M and Maghsoudi, A 2009. Scrap-tyre-rubber replacement for aggregate and filler in concrete. Construction and Building Materials, 23, 1828-1836.
Solís-Carcaño, R and Moreno, EI 2008. Evaluation of concrete made with crushed limestone aggregate based on ultrasonic pulse velocity. Construction and Building Materials, 22, 1225-1231.
Trtnik, G, Kavčič, F and Turk, G 2009. Prediction of concrete strength using ultrasonic pulse velocity and artificial neural networks. Ultrasonics, 49, 53-60.
Bogas, JA, Gomes, MG and Gomes, A 2013. Compressive strength evaluation of structural lightweight concrete by non-destructive ultrasonic pulse velocity method. Ultrasonics, 53, 962-972.
Abo-Qudais, SA 2005. Effect of concrete mixing parameters on propagation of ultrasonic waves. Construction and Building Materials, 19, 257-263.
Demirboğa, R, Tűrkmen, I and Karakoç, MB 2004. Relationship between ultrasonic velocity and compressive strength for high-volume mineral-admixtured concrete. Cement and Concrete Research, 34, 2329-2336.
Philippidis, TP and Aggelis, DG 2005. Experimental study of wave dispersion and attenuation in concrete. Ultrasonics, 43, 584-595.
Lafhaj, Z, Goueygou, M, Djerbi, A and Kaczmarek, M 2006. Correlation between porosity, permeability and ultrasonic parameters of mortar with variable water / cement ratio and water content. Cement and Concrete Research, 36, 625-633.
John, T, Petro, Jr and Kim, J 2012. Detection of delamination in concrete using ultrasonic pulse velocity test. Construction and Building Materials, 26: 574-582.
Benouis, A and Grini, A 2011. Estimation of concrete’s porosity by ultrasounds. Physics Procedia, 21: 53-58.
Shariq, M, Prasad, J and Masood, A 2013. Studies in ultrasonic pulse velocity of concrete containing GGBFS. Construction and Building Materials, 40: 944-950.
Benaicha, M, Jalbaud, O, Alaoui, AH and Burtschell, Y 2015. Correlation between the mechanical behavior and the ultrasonic velocity of fiber-reinforced concrete. Construction and Building Materials, 101: 702-709.
Mehamdia, A and Benouis, AH 2018. Influence of the size and frequency of contact transducers on the determination of concrete permeability by ultrasonic velocity and attenuation. J. Mater. Environ. Sci., Volume 9, Issue 3, Page 730-740.
NF EN 12390-3 Février 2003. Essai pour béton durci - Partie 3 : résistance a la compression des éprouvettes. AFNOR.
NF EN 12390-5 Octobre 2001. Essai pour béton durci - Partie 5 : Resistance a la flexion des éprouvettes. AFNOR.
EN 12504-4 2004. Testing concrete - Part 4: Determination of pulse velocity. European Committee for Standardization CEN.
Ultrasonic Transducers Technical Notes, Olympus NDT. 2006, 40.
Rao, KJ and Mujeeb, MA 2015. A study on properties of crumb rubber concrete by destructive and non-destructive testing. asian journal of civil engineering (BHRC), VOL. 16, NO. 7, PAGES 933-941.