Mechanistic Evaluation of the Effect of Calcium Carbide Waste on Properties of Asphalt Mixes

Authors

  • N. Isa National Water Resources Institute, Kaduna
  • A. Olowosulu
  • M. Joel

Keywords:

Calcium Carbide Waste, Asphalt, Portland cement, Mineral Filler, Mechanical Properties

Abstract

Calcium Carbide Waste (CCW) was used as an alternative to traditional Portland cement mineral filler in hot mix asphalt concrete to rid its disposal problem. Its effect on mechanical properties of hot mix asphalt was assessed using the Marshall method of mix design. Using the optimum bitumen content determined from Marshall Test, Portland cement used as mineral filler was partially replaced with 0, 10, 20, 30, 40 and 50% CCW by dry weight.  Results of tests indicated an increase in stability, voids in mineral aggregates, Marshall Stiffness and reduction in flow, unit weight, voids filled with binder when the percentage of CCW increases. Based on results of tests, partial replacement of Portland cement with 40% CCW could be used in asphalt production. This will ensure economy in asphalt production and promote disposal of CCW which constitute environmental hazards.

References

Aisien, F.A,; F. K. Hymore and R. O. Ebewele. (2006). Application of Ground Scrap Tyre Rubbers in Asphalt Concrete Pavements. Indian Journal of Engineering and Material Sciences, 13: 333-338.
ASTM (2004). International Standard Testing for Road and Paving Materials; Vehicle-Pavement Systems.
Burak, S. and Ali, T. (2004). Use of Asphalt Roofing Shingle Waste in HMA. Construction and Building Materials. 19: 337-346.
Chukwudebelu, J. A.; C. C. Igwe, O. E. Taiwo and O. B. Tojola. (2013). Recovery of pure slaked lime from carbide sludge: Case study of Lagos State, Nigeria. African Journal of Environmental Science and Technology, 7(6): 490-495.
Du, Y. J.; Y. Y. Zhang and S. Y. Liu. (2011). Investigation of Strength and California Ratio Properties of Natural Soils Treated by Calcium Carbide Residue. Geo-Frontiers: Advances in Geotechnical Engineering, 1237-1244.
Federal Ministry of Works (2013). Highway manual Part 2: Maintenance works", Abuja, Nigeria.
Garber, J. and Hoel, A. (2009). Traffic and Highway Engineering (4th ed.). Toronto, Canada: Cengage Learning,.
Hassan, H. J.; F. Mays and Y. J. Israa. (2011). The Effect of using Glass Powder Filler on Hot Asphalt Concrete Mixture Properties. Engineering and Technology Journal, 29(1): 44-56.
Heni, P. and Ngudiyono (2014). Effect of Curing Time and Repeated Drying-Wetting on Properties of Clay Stabilized with Calcium Carbide Residue, Trass and Fibre Plastic Waste. International Journal of Civil and Environmental Engineering, 14(6): 1-4.
Hong, S.; L. Zishanshan, B. Jing, A. M. Shazim, D. Biqin, F. Yuan, X. Weiting and X. Feng. (2015). Properties of Chemically Combusted calcium Carbide Residue and its Influence on Cement Properties. Materials, 8(1): 638-651.
Joel, M. and Edeh, J. (2014). Stabilization of Ikpayongo Laterite with Cement and Calcium Carbide Waste. Global Journal of Pure and Applied Sciences, 20(1): 49-55.
Nattapong, M.; J. Chai and L. Thanapol. (2010). Effect of Calcium Carbide Residue-Fly Ash Binder on
Mechanical properties of Concrete. Journal of Materials in Civil Engineering, 22(11): 1164-1170
Nigerian General Specifications Roads and Bridgeworks (1997). Federal ministry of works, Lagos, Nigeria.
Ratnasamy, M. and Eltaher, E. A. (2011). The Effect of Type and Particle Size of Industrial Wastes Filler on Indirect Tensile Stiffness and Fatigue Performance of Stone Mastic Asphalt Mixtures. Australian Journal of Basic and Applied Sciences, 5(11): 297-308.
Ratnasamy, M.; Eltaher, E. A., Hussain, H. and Robiah, Y. (2009). An Initial Investigation of the use of Local Industrial Wastes and By-products as Mineral Fillers in Stone Mastic Asphalt Pavements. ARPN Journal of Engineering and Applied Sciences, 4(3): 54-63.
Sinan, H. and Eminie, A. (2004). Use of Waste High Density Polyethylene as Bituminous Modifier in Asphalt Concrete Mix. Materials Letters, 58: 267-271.
Songsunda, V., R. Runglawan and H. Suksun. (2013). Strength and Microstructure Development in Bangkok Clay Stabilized with Calcium Carbide Residue and Biomass Ash. ScienceAsia, 39(1): 186-193.
Ritter, Jr, J. L. and Paquette, R. J. (1951). Highway Engineering (1st ed.). Gainesville, Florida: The Ronald Press Company, New York.
Talal, H. F.; S. J. Salah, E. A. Kahlil and S. A. Ahmed. (2013). Influence of using white cement kiln dust as a mineral filler on hot asphalt concrete mixture properties. International Journal of Civil Engineering and Technology, 4(1): 87-96.

Downloads

Published

2018-02-22

Issue

Vol. 15 No. 1 (2018)

Section

Articles

License

In accordance with the Copyright Act of 1976, which became effective January 1, 1978, the following statement signed by each author must accompany the manuscript submitted: "I, the undersigned author, transfer all copyright ownership of the manuscript referenced above to the Nigerian Journal of Technological Development, in the event the work is published. I warrant that the article is original, does not infringe upon any copyright or other proprietary right of any third party, is not under consideration by another journal, and has not been published previously. I have reviewed and approve the submitted version of the manuscript and agree to its publication in the Nigerian Journal of Technological Development." A copyright transfer form should be downloaded from the NJTD Website ( http://njtd.com.ng/index.php/njtd). Author(s) will be consulted, whenever possible, regarding republication of material. All authors must have access to the data presented and the authors and sponsor (if applicable) must agree to share original data with the editor if requested.