Buradasınız

Anasayfa » Content

Use of Non-Conventional Fillers on Asphalt-Concrete Mixture

Journal Name:

  • International Journal of Innovation and Applied Studies

Publication Year:

  • 2013

Key Words:

Author NameUniversity of Author
Abstract (2. Language): 
Stone dust and cement are usually used as filler in asphalt-concrete mixture in Bangladesh. This study has made to prepare asphalt-concrete mixtures using non-conventional fillers which are locally available. Bangladesh is a developing country, where cost is the main concern for any type of constructions. From this point of view, the prime aim of this investigation has been set out to examine the effect of non-conventional filler such as non-plastic sand, brick dust and ash as a filler replacement on the performance of asphalt-concrete mixture and to compare the characteristics of asphalt-concrete mixtures with conventional ones according to the test procedure specified by AASHTO. From the experimental data, it is observed that the value of Marshall Stability is comparatively higher by using non-plastic sand than other non-conventional filler materials. It is also observed that brick dust and ash requires higher asphalt content because of their higher absorption capabilities. The retained strength of the asphalt-concrete mixture using non-plastic sand, brick chips and ash are approximately 89%, 87% and 84% respectively which satisfies the limiting value 75%. Based on this experimental program, it is verified that inclusion of non-conventional filler can be efficiently used in asphalt-concrete mixture as a filler replacement from the viewpoint of stability, deformation and voids characteristics
Bookmark/Search this post with
FULL TEXT (PDF): 
PDF icon ijias-13-161-04.pdf
  • 4
1101-1109
  • English

REFERENCES

References: 

[1] American Society for Testing and Materials (ASTM), Road and Paving Materials; Vehicle Pavement System, Annual Book
of ASTM Standards, Section 4, Volume 04.03, 2003.
[2] D. A. Anderson, J. P. Tarris and D. Brock, “Dust collector fines and their influence on mixture design,” in Proc of the
Association of Asphalt Paving technologists, 51, 1982, pp. 363–374.
[3] J. M. I. Hyyppa, The influence of quality of mineral aggregates upon the optimum binder content of asphalt concrete
pavement determined by Hveem’s Cke method, Julkaisu / Valtion teknillinen tutkimuslaitos, 88, 1964.
[4] A. Zulkati, W. Diew and D. Delai, “Effects of Fillers on Properties of Asphalt-Concrete Mixture,” J. Transp. Eng., vol. 138,
no. 7, pp. 902–910, 2012.
[5] A. A. Tayebali, G. A. Malpass and N. P. Khosla, “Effect of mineral filler type and amount on design and performance of
asphalt concrete mixtures,” Transp. Res. Rec., vol. 1609, no. 1, pp. 36–43, 1998.
[6] P. S. Kandhal, and J. Parker, Aggregate tests related to asphalt concrete performance in pavements, NCHRP Rep. 405,
Transportation Research Board, National Research Council, Washington, D.C. 1998.
[7] A. M. Sharrour and G. B. Saloukeh, Effect of quality and quantity of locally produced filler (passing sieve no. 200) on
asphaltic mixtures in Dubai. Effect of aggregates and mineral fillers on asphalt mixtures performance, ASTM STP 1147,
Richard C. Meininger, Ed., American Society for Testing and Material, Philadelphia, 1992.
[8] Kim, Little and Song, “Mechanistic evaluation of mineral fillers on fatigue resistance and fundamental material
characteristics,” TRB Annual Meeting, Paper no. 03-3454, 2003.
[9] S. T. Sudhakaran, R. S. Chandran and M. Satyakumar, “Study on structural characteristics of bituminous mix with added
hydrated lime and phosphogvypsum,” International Journal of Emerging trends and Engineering and Development, vol.
2, no.4, pp. 73-83, 2011.
[10] I. Asi and A. Assaad, “Effect of Jordanian oil shale fly ash on asphalt mixes,” J. Mater. Civ. Eng., vol. 17, no. 5, pp. 553–
559, 2005.
[11] H. Y. Ahmed and Othman, “Effect of using waste cement dust as mineral filler on the mechanical properties of hot mix
asphalt,” Assoc. Univ. Bull Environ Res, vol. 9, no. 1, pp. 51-59, 2006.
[12] R. Muniandy and E. Aburkaba, “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, vol. 5, no.
11, pp. 297-308, 2011.
[13] H. U. Bahia, H. Zhai, K. Bonnetti and S. Kose, “Non-linear viscoelastic and fatigue properties of asphalt binders,” J. Asso.
Asphalt Paving Technol., vol. 68, pp. 1–34, 1999.
[14] S. Wu, J. Zhu, J. Zhong and D. Wang, “Experimental investigation on related properties of asphalt mastic containing
recycled brick powder,” Constr. Build. Mater., vol. 25, no. 6, pp. 2883–2887, 2011.
[15] P. Kumar, H. C. Mehndiratta, and V. Singh, “Use of fly ash in bituminous layer of pavement,” Indian Highways, New
Delhi, India, pp. 41–50, 2008.
[16] Asphalt Institute, Mix Design Methods for Asphalt Concrete and Other Hot-Mix Types, Manual Series No. 2, (MS-2),
1984.
[17] J. M. Matthews and C. L. Monismith, The Effect of Aggregate Gradation on the Creep response of Asphalt Mixtures and
Pavement Rutting Estimates, Effect of Aggregates and Mineral Fillers On asphalt Mixtures Performance, ASTM STP 1147,
Richard C. Meininger, Ed., American Society for Testing and Material, Philadelphia, 1992.
[18] G. P. Bouchard, Effects of Aggregate Absorption and Crush Percentage on Bituminous Concrete, Effect of Aggregates and
Mineral Fillers On asphalt Mixtures Performance, ASTM STP 1147, Richard C. Meininger, Ed., American Society for
Testing and Material, Philadelphia, 1992.
[19] Y.R Kim, N. Kim and N. P. Khosla, Effects of Aggregate Type and Gradation on Fatigue and Permanent Deformation of
Asphalt Concrete, Effect of Aggregates and Mineral Fillers On asphalt Mixtures Performance, ASTM STP 1147, Richard C.
Meininger, Ed., American Society for Testing and Material, Philadelphia, 1992.
[20] D. Whiteoak, The Shell Bitumen Handbook, Thomas Telford, London, UK, 1991.
[21] V. Sharma, S. Chandra and R. Choudhary, “Characterization of Fly Ash Bituminous Concrete Mixes,” Journal of Materials
in Civil Engineering, Vol. 22, no. 12, December 1, 2010.

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