EVALUATION OF THE PERFORMANCE OF WASTE MARBLE DUST AS A MINERAL FILLER IN HOT-MIX ASPHALT CONCRETE
DOI:
https://doi.org/10.33736/jcest.3337.2021Keywords:
Hot mix asphalt concrete, Mineral fillers, Waste marble dust, Sustainable construction, Construction waste managementAbstract
As the construction industry continues to evolve globally, there is a need to develop best practices geared towards achieving sustainable construction. Asphalt concrete’s demand has been increasing steadily with an estimated global demand of 122.5 million tons in 2019. This is driven primarily by the growth in construction activities in developing countries as each country works towards enhancing its transportation facilities to cater to the ever-expanding population. Hence, there are needs to develop newer and more efficient means of asphalt consumption. One of such is identifying cheaper or waste materials for use in Asphalt production. This study, therefore, examined the viability of waste marble dust (WMD), an industrial waste produced during the shaping and polishing of marble blocks and also during its extraction from the mines, as a mineral filler in Hot-mix asphalt (HMA) concrete. Engineering properties such as Marshall stability and flow, Void characteristics, Indirect tensile strength and Tensile strength ratio properties were examined. It was observed that the addition of WMD steadily increased the Marshall Stability and indirect tensile strength values and lowered the voids percentages. The study’s major finding is that waste marble dust is highly suitable as a mineral filler in HMA and a 3% by volume addition of WMD in HMA at 4.5% binder content produced the most optimal mix for use in road pavements.
References
P. Pawel, H. Baoshan, S. Xiang, and G. Hongren, 2019. Investigation into Locking Point of Asphalt Mixtures Utilizing Superpave and Marshall Compactors. J. Mater. Civ. Eng. (31)9: 4019188.
https://doi.org/10.1061/(ASCE)MT.1943-5533.0002839
ARI Aggregate Research, 2015. World demand for asphalt set to grow. , Cleveland, OH.
The Freedonia Group, 2015. Asphalt: US Industry Study with Forecasts for 2019 & 2024. , Cleveland, OH, USA.
Y. Dai, Q., & You, 2007. Prediction of creep stiffness of asphalt mixture with micromechanical finite-element and discrete-element models. J. Eng. Mech. (133)2
https://doi.org/10.1061/(ASCE)0733-9399(2007)133:2(163)
Y. Qiao, A. R. Dawson, T. Parry, G. Flintsch, and W. Wang, 2020. Flexible Pavements and Climate Change : A Comprehensive Review and Implications. Sustainability (12)1057: 1-21.
https://doi.org/10.3390/su12031057
F. K. Kibukwo, 2013. Cost comparison of concrete versus flexible pavement designs for steep to rolling sections along A104 road (Nakuru- Eldoret. Univ. Nairobi Dep. Civ. Constr. Eng. .
A.-M. Mahamadu, K. Baffour Awuah, and C. A. Booth, 2016. 2 - Principles of sustainability and life-cycle analysis. , in Woodhead Publishing Series in Civil and Structural Engineering, J. M. B. T.-S. of C. M. (Second E. Khatib, Ed. Woodhead Publishing, 13-31.
https://doi.org/10.1016/B978-0-08-100370-1.00002-0
I. Pe, L. Caaman, B. Go, and N. Pe, 2018. Feasibility of using recycled concrete aggregates for half-warm mix asphalt. Mater. Struct. (51)81: 1-13.
https://doi.org/10.1617/s11527-018-1212-1
M. Wasilewska, D. Małaszkiewicz, and N. Ignatiuk, 2017. Evaluation of Different Mineral Filler Aggregates for Asphalt Mixtures. , in IOP Conf. Series: Materials Science and Engineering, 245.
https://doi.org/10.1088/1757-899X/245/2/022042
P. E. Sebaaly, D. N. Little, and J. A. Epps, 2006. The Benefits of Hydrated Lime in Hot Mix Asphalt. National Lime Association.
A. Bahia, H, Wang, H, Al-Qadi, I, and Faheem, 2011. Research Characteristics on asphalt mastic and mixture rutting potential. J. Mater. Civ. Eng.
https://doi.org/10.3141/2208-05
A. R. Pasandín and I. Pérez, 2015. The influence of the mineral filler on the adhesion between aggregates and bitumen. Int. J. Adhes. Adhes. (58): 53-58.
https://doi.org/10.1016/j.ijadhadh.2015.01.005
R. Gubler, Y. Liu, D. A. Anderson, and M. N. Partl, 1999. Investigation of the system filler and asphalt binders by rheological means. J. Assoc. Asph. Paving Technol. (68): 284-304.
R. M. Recasens, A. Martinez, F. P. Jimenez, and H. Bianchetto, 2005. Effect of filler on the aging potential of asphalt mixtures. Transp. Res. Rec. J. Transp. Res. Board (1901): 10-17.
https://doi.org/10.1177/0361198105190100102
W. Grabowski and J. Wilanowicz, 2008. The structure of mineral fillers and their stiffening properties in filler-bitumen mastics. Mater. Struct. (44): 793-804.
https://doi.org/10.1617/s11527-007-9283-4
P. S. Kandhal and F. Parker, 1998. Aggregate Tests Related to Asphalt Concrete Performance in Pavements. .
M. Chen, J. Lin, and S. Wu, 2011. Potential of recycled fine aggregates powder as filler in asphalt mixture. Construction Build. Mater. (25)3909-3914:
https://doi.org/10.1016/j.conbuildmat.2011.04.022
R. Melotti, E. Santagata, M. Bassani, M. Salvo, and S. Rizzo, 2013. A preliminary investigation into the physical and chemical properties of biomass ashes used as aggregate fillers for bituminous mixtures. Waste Manag. (33): 1906-1917.
https://doi.org/10.1016/j.wasman.2013.05.015
B. Huang, X. Shu, and X. Chen, 2007. Effects of mineral fillers on hot-mix asphalt laboratory-measured properties. Int. J. Pavement Eng. (8)1: 1-9.
https://doi.org/10.1080/10298430600819170
C. Zheng, R. Li, L. Zou, D. Lv, and Y. Xu, 2018. Effects of Filler - Bitumen Ratio and Mineral Filler Characteristics on the Low-Temperature Performance of Bitumen Mastics. Materials (Basel). (11)1155
https://doi.org/10.3390/ma11071155
P. J. Chavham and S. D. Bhole, 2014. To study the behaviour of marble powder as supplementary cementitious material in concrete. Int. J. Eng. Res. Appl. (4)4( Version 1): 377-381
A. Rana, P. Kalla, H. Verma, and J. Mohnot, 2016. Recycling of dimensional stone waste in concrete: a review. J. Clean. Prod. (135): 312-331.
https://doi.org/10.1016/j.jclepro.2016.06.126
M. S. Kırgız, 2016. Fresh and hardened properties of green binder concrete containing marble powder and brick powder. Eur. J. Environ. Civ. Eng. (20)1: 64-101.
https://doi.org/10.1080/19648189.2016.1246692
P. S. Singh and R. K. Yadav, 2014. Effect of marble dust on index properties of black cotton soil. Int. J. Eng. Res. Sci. Technol. (3)3: 158-163.
Sabat & Nanda, 2014. Strength, Swelling and Durability Characteristics of Fly-Lime Stabilized Expansive Soil-Ceramic dust Mixture. Int. J. Earth Sci. (7)3: 1210-1215.
S. . Khan, 2006. Physical Characteristics of Fine Soil Stabilized with Marble Industry Waste. , in 7TH International Congress on Civil Engineering, 7-10.
G. B. & R. T. Dhanapandian T, 2009. Utilization of Granite and Marble Sawing powder wastes as Brick Materials. J. Earth Environ. Sci. (4)2: 147-160.
https://doi.org/10.3923/ajaps.2009.331.340
U. O. Uyunoglu, 2003. Investigation of Mechanical Properties of Concrete with Waste Marble Dust under the effect of Freeze-Thaw. , in Turkish 4th Marble Symposium.
L. T. Taspolat, I. Zorluer, and H. Koyuncu, 2006. The Effect of Marble Waste Powder on the Freeze-Thaw in Impermeable Clay Layers. J. Constr. Technol. (2): 11-16.
R. Alyousef, O. Benjeddou, C. Soussi, M. A. Khadimallah, and A. Mustafa Mohamed, 2019. Effects of Incorporation of Marble Powder Obtained by Recycling Waste Sludge and Limestone Powder on Rheology, Compressive Strength, and Durability of Self-Compacting Concrete. Adv. Mater. Sci. Eng. (2019): 4609353.
https://doi.org/10.1155/2019/4609353
B. Demirel and K. E. Alyamaç, 2018. 6 - Waste marble powder/dust. , in Woodhead Publishing Series in Civil and Structural Engineering, R. Siddique and P. B. T.-W. and S. C. M. in C. Cachim, Eds. Woodhead Publishing, 181-197.
https://doi.org/10.1016/B978-0-08-102156-9.00006-7
N. T. Seghir, M. Mellas, Ł. Sadowski, A. Krolicka, and A. Zak, 2019. The Utilization of Waste Marble Dust as a Cement Replacement in Air-Cured Mortar. Sustainability (11)2215: 1-14.
https://doi.org/10.3390/su11082215
Asphalt Pavement Technology Program, 2010. A review of aggregate and asphalt mixture specific gravity measurements and their impacts on asphalt mix design properties.
KeNHA, 1987. Kenya Road Design Manual: Part III Materials and Pavement Design for new roads. , Nairobi, Kenya.
Asphalt Institute Manual Series No. 2 (MS-2), 2001. Mix Design Methods for Asphalt Concrete and other Hot-Mix Types, 6th ed.: . Lexington KY USA: Asphalt Institute.
J. Munyi, T. Idowu, and V. Okumu, 2020. Performance assessment of bitumen when oil-based waste paint is used as an additive. J. Sustain. Res. Eng. (6)1: 1-10.
N. S. Mashaan, A. H. Ali, M. R. Karim, and M. Abdelaziz, 2014. A Review on Using Crumb Rubber in Reinforcement of Asphalt Pavement. Sci. World J. (2014): 214612.
https://doi.org/10.1155/2014/214612
S. Hınıslıoğlu and E. Ağar, 2004. Use of waste high density polyethylene as bitumen modifier in asphalt concrete mix. Mater. Lett. (58)3: 267-271.
https://doi.org/10.1016/S0167-577X(03)00458-0
C. R. Jones, H. R. Smith, A. C. Edwards, W. G. Ford, J. Rolt, and A. B. Sterling, 2002. Overseas Road Note 19: A guide to the design of hot mix asphalt in tropical and sub-tropical countries. , Crowthorne, Berkshire, United Kingdom.
BS EN 13043, 2015. Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas. British Standards Institution, 1-59.
BS EN 933-3:2012, 2012. Tests for geometrical properties of aggregates. Determination of particle shape. Flakiness index. British Standards Institution.
BS EN 1097-2:2010, 2010. Tests for mechanical and physical properties of aggregates. Methods for the determination of resistance to fragmentation. British Standards Institution.
BS 812-110:1990, 1990. Testing aggregates. Methods for determination of aggregate crushing value (ACV). British Standards Institution.
BS EN 1426:2015, 2015. Bitumen and bituminous binders. Determination of needle penetration. British Standards Institution.
BS EN 12697-34:2012, 2012. Bituminous mixtures. Test methods for hot mix asphalt. Marshall test. British Standards Institution.
BS EN 12697-8:2018, 2019. Bituminous mixtures. Test methods. Determination of void characteristics of bituminous specimens. British Standards Institution.
L. Sun, 2016. Chapter 13 - Asphalt mix homogeneity. , in Structural Behavior of Asphalt Pavements, L. B. T.-S. B. of A. P. Sun, Ed. Butterworth-Heinemann, 821-921.
https://doi.org/10.1016/B978-0-12-849908-5.00013-4
V. S. Shekhawat, B. Nagar, and P. Choudhary, 2017. Use of marble dust as fillers in asphalt pavement. Int. J. Mod. Trends Eng. Res. (4)10: 196-204.
https://doi.org/10.21884/IJMTER.2017.4327.BS1OM
BS EN 12697-23:2017, 2017. Bituminous mixtures. Test methods. Determination of the indirect tensile strength of bituminous specimens. British Standards Institution.
R. Hicks, 1991. Moisture Damage in Asphalt Concrete. , in Synthesis of Highway Practice 175, Washington DC: Transporation Research Board, National Research Council Washington.
T. A. Abdel-wahed and N. K. Rashwan, 2016. Application of Cement Dust and OPC as Mineral Filler in the binder Hot Mix Asphalt Application of Cement Dust and OPC as Mineral Filler in the binder Hot Mix Asphalt. , in Proceedings of the LJMU 15th Annual International Conference on Asphalt, Pavement Engineering/ and Infrastructure, 15: .
M. J. Choi, Y. J. Kim, H. J. Kim, and J. J. Lee, 2020. Performance evaluation of the use of tire-derived fuel fly ash as mineral filler in hot mix asphalt concrete. J. Traffic Transp. Eng. (English Ed. (7)2: 249-258. https://doi.org/https://doi.org/10.1016/j.jtte.2019.05.004
Lastra-González, P., Lizasoain-Arteaga, E., Castro-Fresno, D. and Flintsch, G., 2021. Analysis of replacing virgin bitumen by plastic waste in asphalt concrete mixtures. International Journal of Pavement Engineering, pp.1-10.
Downloads
Published
How to Cite
Issue
Section
License
Upon acceptance of an article, the corresponding author on behalf of all authors will be asked to complete and upload the Copyright Transfer Form (refer to Copyright Issues for more information on this) alongside the electronic proof file.
Copyright Transfer Statement for Journal
1) In signing this statement, the author(s) grant UNIMAS Publisher an exclusive license to publish their original research papers. The author(s) also grant UNIMAS Publisher permission to reproduce, recreate, translate, extract or summarize, and to distribute and display in any forms, formats, and media. The author(s) can reuse their papers in their future printed work without first requiring permission from UNIMAS Publisher, provided that the author(s) acknowledge and refer the publication in the Journal.
2) For open-access articles, the author(s) agree that their articles published under UNIMAS Publisher are distributed under the terms of the Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License (CC BY-NC-SA 4.0) which permits unrestricted use, distribution, and reproduction in any medium, for non-commercial purposes, provided the original work of the author(s) is properly cited.
3) For subscription articles, the author(s) agree that UNIMAS Publisher holds the copyright or an exclusive license to publish. Readers or users may view, download, print, and copy the content, for academic purposes, subject to the following conditions of use: (a) any reuse of materials is subjected to permission from UNIMAS Publisher; (b) archived materials may only be used for academic research; (c) archived materials may not be used for commercial purposes, which include but not limited to monetary compensation by means of sale, resale, license, transfer of copyright, loan, etc.; and (d) archived materials may not be re-published in any part, either in print or online.
4) The author(s) are responsible to ensure their submitted work is original and does not infringe any existing copyright, trademark, patent, statutory right, or propriety right of others. The corresponding author has obtained permission from all co-authors prior to submission to the journal. Upon submission of the manuscript, the author(s) agree that no similar work has been or will be submitted or published elsewhere in any language. If the submitted manuscript includes materials from others, the authors have obtained permission from the copyright owners.
5) In signing this statement, the author(s) declare that the researches which they have conducted comply with the current laws of the respective country and UNIMAS Journal Publication Ethics Policy. Any experimentation or research involving humans or the use of animal samples must obtain approval from the Human or Animal Ethics Committee in their respective institutions. The author(s) agree and understand that UNIMAS Publisher is not responsible for any compensational claims or failure caused by the author(s) in fulfilling the above-mentioned requirements. The author(s) must accept the responsibility for releasing their materials upon request by Chief Editor or UNIMAS Publisher.
6) The author(s) should have participated sufficiently in the work and ensured the appropriateness of the content of the article. The author(s) should also agree that they have no commercial attachments (e.g. patent or license arrangement, equity interest, consultancies, etc.) that might pose any conflict of interest with the submitted manuscript. The author(s) also agree to make any relevant materials and data available upon request by the editor(s) or UNIMAS Publisher.