Open Access Open Access  Restricted Access Subscription or Fee Access

Influence of Coarse Aggregate Rubber on the Workability and the Mechanical Strength of Self-Compacting Concrete

Said Zaoiai(1), Abdelkadir Makani(2*), Ahmed Tafraoui(3), Farid Benmerioul(4)

(1) Laboratoire de Fiabilité des Matériaux et des Structures (FIMAS), Université Tahri Mohammed Béchar, Algeria
(2) Laboratoire de Fiabilité des Matériaux et des Structures (FIMAS), Université de Béchar, Algeria
(3) Laboratoire de Fiabilité du Génie Mécanique (LFGM), Université Tahri Mohammed Béchar, Algeria
(4) Laboratoire de Fiabilité des Matériaux et des Structures (FIMAS), Université Tahri Mohammed Béchar, Algeria
(*) Corresponding author


DOI: https://doi.org/10.15866/irece.v7i2.8479

Abstract


In this experimental work, which aims to industrial application and valorization of local materials, we present the effect of the coarse rubber aggregate on the workability and the mechanical strength of self-compacting concrete mixing the study also showed that the substitution of coarse natural aggregates (CNA) by coarse rubber aggregates (CRA) in the composition of the SCC, contributes to a slight variation of workability in the fresh state parameters still remaining in the field of SCC required by the AFGC recommendations. The experimental results show that the compressive strengths of SCC decreased slightly by substituting of 10% CNA by CRA.
Copyright © 2016 Praise Worthy Prize - All rights reserved.

Keywords


Self-Compacting Concrete; Coarse Rubber Aggregate; Workability; Compressive Strengths

Full Text:

PDF


References


B.S.Thomas, Gupta R.C, Panicker V.J.(2016).Recycling of waste tire rubber as aggregate in concrete: durability-related performance. Journal of Cleaner Production 112, pp 504-513
http://dx.doi.org/10.1016/j.jclepro.2015.08.046

Q.Dong, B. Huang, and X. Shu, (2013). Rubber modified concrete improved by chemically active coating and silane coupling agent. Construction and Building Materials, 48, pp. 116-123.
http://dx.doi.org/10.1016/j.conbuildmat.2013.06.072

F.H.Oivares, Barluenga.G, Bollati.M, And witoszek.B. (2002). Static and dynamic behaviour of recycled tyre rubber-filled concrete, Cement and concrete research vol. 32, pp. 1587-1596,
http://dx.doi.org/10.1016/s0008-8846(02)00833-5

M.Balaha, Badawy.A, Hashish.M. (2007). Effect of using ground waste tire rubber as fine aggregate on the behaviour of concrete mixes. Indian J. Eng. Mater. Sci. 14,pp 427-435.

M. Reda Taha, M. El-Dieb, M. Abd El-Wahab, and M. Abdel-Hameed,( 2008).Mechanical, Fracture, and Microstructural Investigationsof Rubber Concrete . Journal of Materials in Civil Engineering.page 640-649.
http://dx.doi.org/10.1061/(asce)0899-1561(2008)20:10(640)

A. Turatsinzea, M. Garros (2008). On the modulus of elasticity and strain capacity of Self-Compacting Concrete incorporating rubber aggregates. Resources, Conservation and Recycling 52.1209–1215
http://dx.doi.org/10.1016/j.resconrec.2008.06.012

N.N. Eldin, Senouci, a. b. (1993). Rubber-tire particles as concrete aggregate, ASCE journal of materials in civil engineering, vol. 4, pp. 478-496.
http://dx.doi.org/10.1061/(asce)0899-1561(1993)5:4(478)

H. Rostami, J. Lepore, and T. Silverstraim. (2000). Use of Recycled Rubbertires in Concrete (C). in Proceedings of the International Conference on Concrete .University of Dundee, Scotland, UK.

Z.K.Khatib. and F.M. Bayomy, (1999). Rubberized Portland cement concrete. Journal of Materials in Civil Engineering, 11(3), pp. 206-213.
http://dx.doi.org/10.1061/(asce)0899-1561(1999)11:3(206)

J.B.Topcu. (1995). The properties of rubberized concretes. Cement and Concrete research, 25(2), p. 304-10.
http://dx.doi.org/10.1016/0008-8846(95)00014-3

S. Geuttla, B. Mezghiche , M. Mellas.(2010). Adding finely crushed dune sand to cement on the evolution of hydration of pasta portland cement, Asian Journal of Civil Engineering, vol. 1 (2) pp 241-251.

A. Tafraoui, G. Escadeillas, S. Lebaili, T. Vidal . 2009.Metakaolin in the formulation of UHPC. Construction and Building Materials,23,669–674
http://dx.doi.org/10.1016/j.conbuildmat.2008.02.018

A. Tafraoui .(2012). Valorisation du sable de l'erg occidental (Algérie): Application aux nouveaux bétons, Editions Universities Europeans, pp.233.

Makani, A., Correlation between Young's Modulus and Uniaxial Compressive Strength of Aggregates, (2014) International Review of Civil Engineering (IRECE), 5 (6), pp. 187-192.

Naadia, T., Kharchi, F., Effect of the Aggregates Size on the Rheological Behaviour of the Self-Compacted Concrete, (2013) International Review of Civil Engineering (IRECE), 4 (2), pp. 92-97.

Jocius, V., Skripkiūnas, G., Lipinskas, D., Effect of Aggregate on the Fire Resistance of Concrete, (2014) International Review of Civil Engineering (IRECE), 5 (4), pp. 118-123.
http://dx.doi.org/10.15866/irece.v5i4.2165

Z. Makhloufi, Bederina, M.Tayeb, B.Kadri, E., Bouhicha, M.Formulation of Superplasticized Limestone Concrete of Turonian, (2014) International Review of Mechanical Engineering (IREME), 7 (6), pp. 1103-1114.

NF EN 12390-5, (IDC P 18-433). ( 2001). Essai pour béton durci – Partie 5 : résistance à la flexion sur éprouvettes.

NF EN 12390-3, (IDC P18-455). (2003). Essai pour béton durci – Partie 3: résistance à la compression des éprouvettes.

AFGC. (2008). Les BAP: recmmoendations provisioned pour l’emploi des Bétons Auto-Plaçants, p. 63.

H.A. Toutanji (1995). The use of rubber tire particles in concrete to replace mineral aggregates. Cem. Concr. Compos. 18 (2), pp. 135-139.
http://dx.doi.org/10.1016/0958-9465(95)00010-0

A.R.Khaloo, M. Dehestani and P. Rahmatabadi, (1995).Mechanical properties of concrete containing a high volume of tire–rubber particles,” Cement and Concrete Composites, vol. 18, pp. 135-139.
http://dx.doi.org/10.1016/j.wasman.2008.01.015

M.Garros (2007). Composites cimentaires incorporant des granulats caoutchouc issus du broyage de pneus usagés: optimisation de la composition et caractérisation. Thesis doctorate, Université Paul Sabatier de Toulouse.
http://dx.doi.org/10.1080/17747120.2006.9692885

Z.Li, Li F. and Li. J. S. L. (1998). Properties of concrete incorporating rubber tyre particles. Magazine of Concrete Researche, 50 (4), 297-304.
http://dx.doi.org/10.1680/macr.1998.50.4.297

S.H.El-Dieb, Okba, M.M. Abdel-Wahab and M.E. Abdel-Hameed. (2001). Performance of concrete using rubber tyre particles.nationale academy of science, P,261-8.

M.Gesoglu, Guneyisi Erhan. (2011). Permeability properties of self-compacting rubberized concretes. Constr Build Mater,25,pp 3319–26.
http://dx.doi.org/10.1016/j.conbuildmat.2011.03.021

M.Gesoğlu, Güneyisi E, Khoshnaw G, İpek S. (2014). Abrasion and freezing–thawing resistance of pervious concretes containing waste rubbers. Constr Build Mater,73,pp19–24.
http://dx.doi.org/10.1016/j.conbuildmat.2014.09.047

E.Ganjian, Khorami M, Maghsoudi AA. (2009). Scrap-tyre-rubber replacement for aggregate and filler in concrete. Constr Build Mater,23,pp1828–36.
http://dx.doi.org/10.1016/j.conbuildmat.2008.09.020

H.A.Toutanji. (1995). The use of rubber tire particles in concrete to replace mineral aggregates, Cement and Concrete Composites, No. 2, (18) pp135-139.
http://dx.doi.org/10.1016/0958-9465(95)00010-0

H.Su, Yang J, Ling TC, Ghataora GS, Dirar S. (2014). Properties of concrete prepared with waste tyre rubber particles of uniform and varying sizes. J Clean Prod,91, pp 288-296
http://dx.doi.org/10.1016/j.jclepro.2014.12.022


Refbacks

  • There are currently no refbacks.



Please send any question about this web site to info@praiseworthyprize.com
Copyright © 2005-2019 Praise Worthy Prize