You are here

Investigating the Properties of Asphalt Concrete Containing Recycled Brick Powder as Filler

Journal Name:

Publication Year:

Author NameUniversity of Author
Abstract (2. Language): 
One of the major problems caused by construction and demolition of buildings is the environmental pollution due to the disposal of the large volume of generated waste materials. Therefore, in addition to the protection of environment, the recycling and reusing of the waste materials is an economical measure. One of the applications of the waste materials is for highway construction. In this research, the viability of using the recycled brick powder as a partial or full replacement of mineral filler in asphalt concrete has been investigated. The primary natural siliceous aggregate filler, as control filler, has been replaced in different percentages (25, 50, 75 and 100%), with the secondary recycled brick powder, and the mixtures have been evaluated in terms of, Marshal Stability, flow, indirect tensile strength, moisture damage and volumetric characteristics. The results show that, the Marshal Stability increases and the flow decreases with increasing the brick powder content in the mixture. The results show that full replacement of the natural filler with brick powder, results in the highest resistance against permanent deformation and indirect tensile strength. It is also shown than the mixtures containing brick powder are more resistant against moisture damage than the control mixture. The replacement of the mineral filler with the brick powder does not significantly affect the volumetric properties of the mixture.
6
12

REFERENCES

References: 

[1] Molenaar A.A.A., and Van Niekerk A.A. (2002): Effects of gradation, composition, and degree of compaction on the mechanical characteristics of recycled unbound materials, Transportation Research Record, No. 1787, pp. 73-82.
[2] Macarthy R.A., (1989): General Report: Waste Alternative Materials, Unbound Aggregates in Road Construction, Jones R.H. & Dawson A.R. edited Butterworths Pub. , Proceeding of The 3rd International Simposium on Unbound Aggregates in Roads(UNBAR 3) Nottingham, United Kingdom, 11-13, June, 1989.
[3] Xuan, D. X., Hoube, L. J. M., Molenaar, A. A. A., Shui, Z. (2012): Investigation of Combined Effect of Mixture Variables on Mechanical Properties of Cement Treated Demolition Waste, Engineering Journal, Vol. 16 (4), pp. 107-116.
[4] Agrela, F., Ramirez, A., Barbrado, A. and Galvin, A. P. (2012): Real Application of Cement Treated Mixed Recycled Aggregates on Road Based in Malaga, Transportation Research Board Annual Meeting.
[5] Poon C.S. and Chan D., (2005): Feasible use of recycled concrete aggregates and crushed clay brick as unbound road sub-base, Construction and building materials, Vol. 20, pp. 578-585.
[6] Li, X., (2008), Recycling and reuse of waste concrete in China Part I. Material behavior of recycled aggregate concrete. Journal of Resources Conservation and Recycling 2008;53(1): pp.36–44.
[7] Khaloo, A. R., (1994) ‘Properties of concrete using crushed clinker brick as coarse aggregate’, ACI Mat. J., 91 (2) (1994), pp. 401-407.
[8] Khalaf, F.M. and DeVenny, A.S., (2004), Recycling of demolished masonry rubble as course aggregate in concrete: review’, ASCE Journal of Materials in Civil. Eng. 16 (4), pp. 1-10.
[9] Ksegic, I., Netinger, I., Bjegovic, D. (2008), Recycled clay brick as an aggregate for concrete: A review, Technical Gazette, Vol. 15, Issue 3, pp. 35-40.
[10] O’Mahony MM, Milligan GWE. (1991): Use of recycled materials in sub-base layers, Transport Res Record,1310: pp.73–80.
[11] Khalaf, F. M., (2004), Recycling of clay bricks as aggregate in asphalt concrete, International RILEM conference on the use of recycled materials in building and structures, Ed. Vasquenz et al., (2004).
[12] Serkan, T., (2008), Mechanical evaluation of asphalt–aggregate mixtures prepared with fly ash as a filler replacement. Canadian Journal of Civil Engineering; 35(1):pp. 27–40.
[13] Ahmed H. Y., Othman A. M., (2006), Effect of using waste cement dust as mineral filler on the mechanical properties of hot mix asphalt. Ass University Bulleting Environment and Resource, ;9(1):pp. 51–59.
[14] Hwang, S. D, Park, H. M, Rhee, S. K., (2008), A study on engineering characteristics of asphalt concrete using filler with recycled waste lime. Waste Management, 28(1): pp. 191–199.
[15] Chen, M., Lin, J., Wu, S. and Liu, C. (2011), Utilization of recycled brick powder as alternative filler in asphalt mixture, Journal of Construction and Building Materials, Vol. 25, pp. 1532-1536.
[16] Chen, M., Lin, J., Wu, S., (2011), Potential of recycled fine aggregates powder as filer in asphalt mixtures, Journal of Construction and Building Materials, Vol. 25, pp. 3909-3914.
[17] Asphalt Institute (1997): Mix design methods for asphalt, 6th ed., MS-02, Asphalt Institute, Lexington, KY.
[18] Khosla, P. and Harikrishnan, K. T., (2007), Tensile strength- A design and evaluation tool for superpave mixtures, Final report, FHWA/NC/2006-24, Department of civil engineering, University of North Carolina, US.

Thank you for copying data from http://www.arastirmax.com