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     Research Journal of Applied Sciences, Engineering and Technology


The Effect of Joint Width on Structural Performance of Asphalt Block Pavements

Ahmed Abdelgalil and Hasanan Nor
Department of Geotechnics and Transportation-Civil Engineering, Universiti Teknologi Malaysia, 81310, Skudai, Johor, Malaysia
Research Journal of Applied Sciences, Engineering and Technology  2014  8:1612-1616
http://dx.doi.org/10.19026/rjaset.7.439  |  © The Author(s) 2014
Received: May 21, 2013  |  Accepted: June 15, 2013  |  Published: February 27, 2014

Abstract

Asphalt blocks have been occasionally used around the world as a road pavement, but there have been very limited studies being done to evaluate the effect of joint width (spacing) between the blocks on the structural performance of asphalt paving blocks. This study explains the experimental study to assess the performance and properties of asphalt paving blocks laid with different joint widths between the blocks i.e., 0, 2 and 3 mm, respectively. A total of 250 asphalt paving blocks was manufactured and tested in the laboratory to ascertain the density, air voids, the compressive strength and the rut depth and displacement occurred in asphalt paving block. The design compressive load of single asphalt paving block is 166 kN. The test results showed that the joint width plays a vital role on the performance of asphalt block pavement. Asphalt paving blocks were laid as closely in contact as possible (0 mm) yields the best structural performance.

Keywords:

Asphalt blocks, deformation, density, joint width, pavement,


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Competing interests

The authors have no competing interests.

Open Access Policy

This article is 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, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

Copyright

The authors have no competing interests.

ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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