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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 699Utilization of Waste Printed Circuit Board Resin...

Utilization of Waste Printed Circuit Board Resin in Controlled Low-Strength Materials

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Abstract:

In this investigation, waste printed circuit board resin powder (WPCBRP) was used to replace 0-30% of the fine aggregate in controlled low-strength materials (CLSM), to explore their rheological behavior, mechanical behavior, and durability. The results thus obtained demonstrate that when 10% of the fine aggregate was replaced by WPCBRP, the adjusted slump flow, setting time, and compressive strength could all met the standards at the ages of 12 hours and 28 days, with a high impedance of 1.54-1.63 kΩcm. CLSM with WPCBRP has a similar water permeability, of between 10-8 and 10-9 cm/s, to that of compacted clay. Therefore, this form of CLSM is impervious, and has a lower compacted settlement when compared with clay.

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Materials Science and Chemical Engineering

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Periodical:

Advanced Materials Research (Volume 699)

Pages:

630-636

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.699.630

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Online since:

May 2013

Authors:

Ing Jia Chiou, Chu Chan Chiang, Cheng Lan Ho

Keywords:

Controlled Low-Strength Material (CLSM), Durability, Rheological Behavior, Settlement, Waste Printed Circuit Board Resin Powder (WPCBRP)

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] W.S. Adaska, Controlled Low-Strength Materials. A Report from ACI Committee 229, Concrete International, Vol. 19 (1997), pp.41-43.

[2] L.K. Crouch, R. Gamble, J.F. Brogdon, and C.J. Tucker, Use of High-fines Limestone Screenings as Aggregate for Controlled Low-Strength Material (CLSM), ASTM STP 1331 (1998), pp.45-59.

DOI: 10.1520/stp13061s

[3] W.R. Bruce, Progress in CLSM: Continuing Innovation, Concrete International, Vol. 19(1998), pp.32-33.

[4] K. Amnon, and K. Konstantin, Utilization of industrial by-products for the production of controlled low strength materials (CLSM), Waste Management, Vol. 24 (2004), pp.501-512.

DOI: 10.1016/s0956-053x(03)00134-x

[5] R.A. Taha, A.S. Alnuaimi, K.S. Al-Jabri and A.S. Al-Harthy, Evaluation of controlled low strength materials containing industrial by-products", Building and Environment, Vol. 42 (2007), pp.3366-3372.

DOI: 10.1016/j.buildenv.2006.07.028

[6] M. Lachemi, K.M.A. Hossain, M. Shehata and W. Thaha, Controlled low strength materials incorporating cement kiln dust from various sources, Cement and Concrete Composites, Vol. 30 (2008), pp.381-392.

DOI: 10.1016/j.cemconcomp.2007.12.002

[7] S. Rafat, Utilization of waste materials and by-products in producing controlled low-strength materials, Resources, Conservation and Recycling, Vol. 54 (2009), pp.1-8.

DOI: 10.1016/j.resconrec.2009.06.001

[8] O. Ginés, J.M. Chimenos, A. Vizcarro, J. Formosa and J.R. Rosell, Combined use of MSWI bottom ash and fly ash as aggregate in concrete formulation: Environmental and mechanical considerations, Journal of Hazardous Materials, Vol. 169 (2009), pp.643-650.

DOI: 10.1016/j.jhazmat.2009.03.141

[9] A.R. Hashim, N. Sivakumar and N.A.H. Siti, Performance appraisal of industrial waste incineration bottom ash as controlled low-strength material, Journal of Hazardous Materials, Vol. 172 (2009), pp.862-867.

DOI: 10.1016/j.jhazmat.2009.07.070

[10] M.C. Nataraja and Y. Nalanda, Performance of industrial by-products in controlled low-strength materials (CLSM), Waste Management, Vol. 28 (2008), pp.1168-1181.

DOI: 10.1016/j.wasman.2007.03.030

[11] G. Yucel, D.S. Yasin, Y. Muhsin, T. Ahmet and D. Senayi, Re-usage of waste foundry sand in high-strength concrete", Waste Management, Vol. 30 (2010), pp.1705-1713.

DOI: 10.1016/j.wasman.2010.02.018

[12] Industrial Development Bureau, Ministry of Economic Affairs, Taiwan, (2002), Handbook on Recycling and Application of Printed Circuit Board, Taipei City, Taiwan.

[13] Public Works Department of Taipei City Government, Material Standard of Controlled Low-Strength Materials, Taipei City, Taiwan. (2001)

[14] J.L. Flechsig, Downtown Seattle Transit Project, International Symposium on Unique Underground Structures, Denver, CO. (1990)

[15] J.F. Young, A review of pore structure of cement paste and concrete and its influence on permeability, Permeability concrete, ACI SP 108-1 (1988), pp.1-18.

DOI: 10.14359/2136

[16] A.M. Neville, Properties of concrete, John Wiley and Sons, New York, USA. (1995), pp.490-495.

[17] S. Rafat and N. Albert, Utilization of spent foundry sand in controlled low-strength materials and concrete, Resources, Conservation and Recycling, Vol. 53 (2008), pp.27-35.

DOI: 10.1016/j.resconrec.2008.09.007