Recently, the interlocking concrete block pavement has been extensively used in many countries as an alternative to concrete and asphalt pavements. It has become a good choice for paving of parking areas, pedestrian walks, traffic intersections, and roads. The abrasion resistance of concrete pavement is defined by its ability to resist being worn away by friction and rubbing. The compressive strength and the aggregate type are two important factors that affect the abrasive behavior of concrete. In this study, the natural coarse aggregate was replaced by Electrical Arc Furnace Slag (EAFS) in order to improve mechanical properties of concrete pavement blocks. The effect of different mixing ratios of EAFS on abrasion resistance, compressive strength, and water absorption is evaluated. Abrasion and other requirements for interlocking concrete pavers are evaluated according to ASTM standards. Results suggested that EAFS is a good alternative to the normal available aggregates.
| Published in | Landscape Architecture and Regional Planning (Volume 1, Issue 1) |
| DOI | 10.11648/j.larp.20160101.13 |
| Page(s) | 18-24 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2024. Published by Science Publishing Group |
Slag Aggregate, Paver Block, Abrasion Resistance
| [1] | El Nouhy, H. A., Zeedan, S.: Performance evaluation of interlocking paving units in aggressive environ environments. HBRC J. 8, 81-90 (2012). |
| [2] | Gencel, O., Sabri Gok, M., Brostow, W.: Effect of metallic aggregate and cement content on abrasion resistance behaviour of concrete. Mater. Research Innov. 15(2), 116-123 (2011). |
| [3] | Erdogan, T. Y.: Materials of construction. Ankara: Middle East Technical University Press (2005). |
| [4] | Shackel, B.: Developments in the specification of concrete segmental pavers for Austrailian conditions. in CBP Second International Workshop, Oslo-Norway (1994). |
| [5] | Gurpreet Singh, Rafat Siddique, Abrasion resistance and strength properties of concrete containing waste foundry sand (WFS), Construction and Building Materials, 28(1), 421-426, (2012), ISSN 0950-0618, http://dx.doi.org/10.1016/j.conbuildmat.2011.08.087. |
| [6] | Cement and Concrete Institute: The manufacture of concrete paving blocks. Midrand, South Africa, http://www.cnci.org.za (2001). |
| [7] | Caijun Shi, Yake Li, Jiake Zhang, Wengui Li, Linlin Chong, Zhaobin Xie, Performance enhancement of recycled concrete aggregate – A review, Journal of Cleaner Production, 112(1), 466-472, (2016), ISSN 0959-6526, http://dx.doi.org/10.1016/j.jclepro.2015.08.057. |
| [8] | Senthamarai, R. M., Manoharan, P. D., Gobinath, D.: Reusing ceramic wastes in concrete. Constr. Build. Mater. 25, 2413 - 2419 (2011). |
| [9] | A. Gonzalez-Corominas, M. Etxeberria, Properties of high performance concrete made with recycled fine ceramic and coarse mixed aggregates, Construction and Building Materials, 68(15), 618-626, (2014), ISSN 0950-0618, http://dx.doi.org/10.1016/j.conbuildmat.2014.07.016. |
| [10] | Korany, Y., El-Haggar, S.: Using slag in manufacturing masonry bricks and paving units. TMS 19, 97-106 (2001). |
| [11] | Nadeem, M., Pofale, A. D.: Experimental investigation of using slag as an alternative to normal aggregates (coarse and fine) in concrete. Int. J. of Civil and Struct. Eng. 3, 118-127 (2012). |
| [12] | ASTM C 936: Standard specification for solid concrete interlocking paving units. West Conshohocken, USA (2002). |
| [13] | ESS 4756: The Egyptian code for design and construction of concrete structures, Cairo, Egypt, (2007). |
| [14] | Sadek, D. M., El Nouhy, H. A.: Properties of paving units incorporating crushed ceramic. HBRC J. 10, 198-205 (2014). |
| [15] | IS 15658: Precast concrete blocks for paving. New Delhi, India (2006). |
| [16] | ESS 4382: The Egyptian code for Concrete Interlocking Paving Units, Cairo, Egypt, (2004). |
| [17] | ASTM C 241: Standard Test Method for Abrasion Resistance of Stone Subjected to Foot Traffic. West Conshohocken, USA (1997). |
| [18] | Wang, G. W.: Properties and utilization of steel slag in engineering applications. Wollongong: Ph.D. Thesis, University of Wollongong (1992). |
| [19] | ASTM E 965: Measuring pavement macrotexture depth using volumetric technique. West Conshohocken, USA (2001). |
| [20] | Aavik, A., Kaal, T., Jentson, M.: Use of pavement surface texture characteristics measurement results in Estonia. in International Baltic Road Conference, Vilnius, Lithuania, 26-28 Agust (2013). |
| [21] | Hall, J. W., Smith, K. L., Littleton, P.: Texturing of Concrete Pavements, Transportation Research Board. NCHRP Report 634, Washington, D.C. (2009). |
| [22] | Flintsch, G. W., de Leon, E., McGhee, K. K., Al-Qadi, I. L.: Pavement Surface Macrotexture Measurement and Applications. In Transportation Research Record No. 1860, TRB, National Research Council, Washington, D.C. (2003). |
| [23] | Chamberlin, W., Amsler, D.: Measuring surface texture by the sand-patch method," in Pavement Surface Characteristics and Materials. American Society of Testing and Materials, ASTM STP 763, 3-15, Philadelphia (1982). |
| [24] | Ahammed, M. A., Tighe, S. L.: Asphalt pavements surface texture and skid resistance — exploring the reality. Canadian J. of Civil Eng. 391-9 (2012). |
APA Style
Ahmed Abdelbary, Ashraf Ragab Mohamed. (2016). The Impact of Incorporating Slag Aggregates on the Abrasion Behavior of Concrete Paver Blocks. Landscape Architecture and Regional Planning, 1(1), 18-24. https://doi.org/10.11648/j.larp.20160101.13
ACS Style
Ahmed Abdelbary; Ashraf Ragab Mohamed. The Impact of Incorporating Slag Aggregates on the Abrasion Behavior of Concrete Paver Blocks. Landsc. Archit. Reg. Plan. 2016, 1(1), 18-24. doi: 10.11648/j.larp.20160101.13
Share This Article
Twitter
Linked In
Facebook
Copy
Download@article{10.11648/j.larp.20160101.13,
author = {Ahmed Abdelbary and Ashraf Ragab Mohamed},
title = {The Impact of Incorporating Slag Aggregates on the Abrasion Behavior of Concrete Paver Blocks},
journal = {Landscape Architecture and Regional Planning},
volume = {1},
number = {1},
pages = {18-24},
doi = {10.11648/j.larp.20160101.13},
url = {https://doi.org/10.11648/j.larp.20160101.13},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.larp.20160101.13},
abstract = {Recently, the interlocking concrete block pavement has been extensively used in many countries as an alternative to concrete and asphalt pavements. It has become a good choice for paving of parking areas, pedestrian walks, traffic intersections, and roads. The abrasion resistance of concrete pavement is defined by its ability to resist being worn away by friction and rubbing. The compressive strength and the aggregate type are two important factors that affect the abrasive behavior of concrete. In this study, the natural coarse aggregate was replaced by Electrical Arc Furnace Slag (EAFS) in order to improve mechanical properties of concrete pavement blocks. The effect of different mixing ratios of EAFS on abrasion resistance, compressive strength, and water absorption is evaluated. Abrasion and other requirements for interlocking concrete pavers are evaluated according to ASTM standards. Results suggested that EAFS is a good alternative to the normal available aggregates.},
year = {2016}
}
TY - JOUR T1 - The Impact of Incorporating Slag Aggregates on the Abrasion Behavior of Concrete Paver Blocks AU - Ahmed Abdelbary AU - Ashraf Ragab Mohamed Y1 - 2016/12/05 PY - 2016 N1 - https://doi.org/10.11648/j.larp.20160101.13 DO - 10.11648/j.larp.20160101.13 T2 - Landscape Architecture and Regional Planning JF - Landscape Architecture and Regional Planning JO - Landscape Architecture and Regional Planning SP - 18 EP - 24 PB - Science Publishing Group SN - 2637-4374 UR - https://doi.org/10.11648/j.larp.20160101.13 AB - Recently, the interlocking concrete block pavement has been extensively used in many countries as an alternative to concrete and asphalt pavements. It has become a good choice for paving of parking areas, pedestrian walks, traffic intersections, and roads. The abrasion resistance of concrete pavement is defined by its ability to resist being worn away by friction and rubbing. The compressive strength and the aggregate type are two important factors that affect the abrasive behavior of concrete. In this study, the natural coarse aggregate was replaced by Electrical Arc Furnace Slag (EAFS) in order to improve mechanical properties of concrete pavement blocks. The effect of different mixing ratios of EAFS on abrasion resistance, compressive strength, and water absorption is evaluated. Abrasion and other requirements for interlocking concrete pavers are evaluated according to ASTM standards. Results suggested that EAFS is a good alternative to the normal available aggregates. VL - 1 IS - 1 ER -
Information
Email: