Optimizing Mix Proportion of Lightweight Concrete Containing Plastic Waste by Taguchi Method

Article Preview

Abstract:

In this study, mix proportion parameters of lightweight concrete (LWC) containing ethyl vinyl acetate (EVA) plastic waste from footwear manufacture were investigated by employing Taguchis method and ANOVA statistics. The mixtures were designed in a L9 orthogonal array with four factors viz., water/cement, water content, EVA content and sand/cement. The results showed that EVA content and water/cement ratio had the significant effect on density and compressive strength of LWC. The density and compressive strength of the LWC containing EVA waste ranged from 1172 to 1441 kg/m3 and from 3.5 to 10.8 MPa, respectively. It can be concluded that the obtained LWC can be classified as masonry concrete. The best possible levels for mix proportions were determined to optimize density and compressive strength of the samples.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 931-932)

Pages:

431-435

Citation:

Online since:

May 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] P. Posi, C. Teerachanwit, C. Tanutonga, S. Limkamoltipa, S. Lertnimoolchai, V. Sata, P. Chindaprasirt, Lightweight geopolymer concrete containing aggregate from recycle lightweight block, Mater. Design. 52(0) (2013) 580-586.

DOI: 10.1016/j.matdes.2013.06.001

Google Scholar

[2] Y. Xu, L. Jiang, J. Xu, Y. Li, Mechanical properties of expanded polystyrene lightweight aggregate concrete and brick, Constr. Build. Mater. 27(1) (2012) 32-38.

DOI: 10.1016/j.conbuildmat.2011.08.030

Google Scholar

[3] S. Akcaozoglu, CD. Atis, K. Akcaozoglu, An investigation on the use of shredded waste PET bottles as aggregate in lightweight concrete, Waste. Manage. 30 (2010) 285-90.

DOI: 10.1016/j.wasman.2009.09.033

Google Scholar

[4] E. Yasar, CD. Atis, A. Kilic, H. Gulsen, Strength properties of lightweight concrete made with basaltic pumice and fly ash, Mater. Lett. 57(15) (2003) 2267-70.

DOI: 10.1016/s0167-577x(03)00146-0

Google Scholar

[5] OA. Duzgun, R. Gul, AC. Aydin, Effect of steel fibers on the mechanical properties of natural lightweight aggregate concrete, Mater. Lett. 59 (2005) 3357-63.

DOI: 10.1016/j.matlet.2005.05.071

Google Scholar

[6] S. Akcaozoglu, K. Akcaozoglu, CD. Atis, Thermal conductivity, compressive strength and ultrasonic wave velocity of cementitious composite containing waste PET lightweight aggregate (WPLA), Compos. Part. B-Eng, 45(1) (2013) 721-726.

DOI: 10.1016/j.compositesb.2012.09.012

Google Scholar

[7] K. Hannawi, S. Kamali-Bernard, W. Prince, Physical and mechanical properties of mortars containing PET and PC waste aggregates, Waste. Manage. 30(11) (2010) 2312-20.

DOI: 10.1016/j.wasman.2010.03.028

Google Scholar

[8] TR. Naik, SS. Singh, CO. Huber, BS. Brodersen, Use of post-consumer waste plastics in cement based composites, Cement. Concrete. Res. 26 (1996) 1489-1492.

DOI: 10.1016/0008-8846(96)00135-4

Google Scholar

[9] ZZ. Ismail, EA. Al-Hashmi, Use of waste plastic in concrete mixture as aggregate replacement, Waste. Manage. 28(11) (2008) 2041-7.

DOI: 10.1016/j.wasman.2007.08.023

Google Scholar

[10] A. Kan, R. Demirboga, A novel material for lightweight concrete production, Cement. Concrete. Comp. 31(7) (2009) 489-95.

DOI: 10.1016/j.cemconcomp.2009.05.002

Google Scholar

[11] BW. Jo, SK. Park, JC. Park, Mechanical properties of polymer concrete made with recycled PET and recycled concrete aggregates, Constr. Build. Mater. 22(12) (2008) 2281-91.

DOI: 10.1016/j.conbuildmat.2007.10.009

Google Scholar

[12] KS. Rebeiz, AP. Craft, Plastic waste management in construction: technological and institutional issues, Conserv. Recycling. 15 (1995) 245-257.

DOI: 10.1016/0921-3449(95)00034-8

Google Scholar

[13] PRL. Lima, MB. Leite, EQR. Santiago, Recycled lightweight concrete made from footwear industry waste and CDW, Waste Manage. 30(6) (2010) 1107-13.

DOI: 10.1016/j.wasman.2010.02.007

Google Scholar

[14] RILEM, Recommendation: Classification fonctionnelle des betons/Functional classification of lightweight concretes, Mater Struct. 11(64) (1978) 281–282.

Google Scholar

[15] O. Erdogan, O. Ahmet, B. Adil, O. Hakan, Investigating mix proportions of high strength self compacting concrete by using Taguchi method, Constr. Build. Mater. 23 (2009) 694-702.

DOI: 10.1016/j.conbuildmat.2008.02.014

Google Scholar

[16] GS. Peace, Taguchi Methods: A Hands-On Approch. Massachusetts, Corporate & Profession Publishing Group, (1993).

Google Scholar

[17] American Society for Testing and Materials, 2006. ASTM C138 Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete. Annual Book of ASTM Standards. Vol. 04. 02.

DOI: 10.1520/c0138_c0138m-13

Google Scholar

[18] X. H. Vu, Y. Malecot, L. Daudeville, E. Buzaud, Effect of the water/cement ratio on concrete behavior under extreme loading, Int. J. Numer. Anal. Meth. 33 (2009) 1867-1888.

DOI: 10.1002/nag.796

Google Scholar