The optimum asphalt content is one of the most important parameters as it has a great influence on the asphalt-mix performance. This paper provides a set of simple and multiple linear regression models for estimating the optimum asphalt content (OAC) from the aggregate gradation of the asphalt mix. The process of estimating the OAC is called the asphalt-mix design. The method used for the mix design in Egypt is the Marshall design method; however, the results are subject to variation and it is time consuming as it involves preparation and testing of 15 specimens. This research study provides a new approach for using the Marshall test; this approach is time saving and reduces the effort and resources used in the test as the developed models can be used to estimate the OAC and then three Marshall specimens are prepared to estimate the other design parameters.
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April 2021
Research Article|
February 18 2019
Models for estimating optimum asphalt content from aggregate gradation Available to Purchase
Kareem M. Mousa, BSc;
Kareem M. Mousa, BSc
Research and Teaching Assistant, Highway, Traffic, and Airport Engineering, Public Works Department, Faculty of Engineering, Cairo University, Giza, Egypt (corresponding author: karemmohamed1993@cu.edu.eg, karemmohamed1993@yahoo.com)
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Hassan T. Abdelwahab, PhD;
Hassan T. Abdelwahab, PhD
Professor, Highway, Traffic, and Airport Engineering, Public Works Department, Faculty of Engineering, Cairo University, Giza, Egypt
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Hozayen A. Hozayen, PhD
Hozayen A. Hozayen, PhD
Professor, Highway, Traffic, and Airport Engineering, Public Works Department, Faculty of Engineering, Cairo University, Giza, Egypt
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Publisher: Emerald Publishing
Received:
May 02 2018
Accepted:
November 06 2018
Online ISSN: 1747-6518
Print ISSN: 1747-650X
ICE Publishing: All rights reserved
2018
Proceedings of the Institution of Civil Engineers - Construction Materials (2021) 174 (2): 69–74.
Article history
Received:
May 02 2018
Accepted:
November 06 2018
Citation
Mousa KM, Abdelwahab HT, Hozayen HA (2021), "Models for estimating optimum asphalt content from aggregate gradation". Proceedings of the Institution of Civil Engineers - Construction Materials, Vol. 174 No. 2 pp. 69–74, doi: https://doi.org/10.1680/jcoma.18.00035
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