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A modified method for Los Angeles Abrasion test

Umar, Tariq; Egbu, Charles; Saidani, Messaoud

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Authors

Profile image of Tariq Umar

Dr. Tariq Umar Tariq.Umar@uwe.ac.uk
Senior Lecturer in Construction Project Management

Charles Egbu

Messaoud Saidani



Abstract

Infrastructure development projects in Oman are at a peak which results in a huge requirement for the construction materials. Aggregates are one of the most common materials naturally available and used in both cement and asphalt concrete apart from being used as under laying material. The evaluation of aggregates physical, chemical and mechanical properties thus becomes important as it directly affects the product in which they are used as a constituent. Aggregates should be hard and tough enough to resist crushing, degradation and disintegration from any associated activities including manufacturing, stockpiling, production, placing and compaction. In this article, an attempt is made to develop a modified method to determine the abrasion resistance of aggregates. Different sizes of aggregates obtained from two natural sources in Oman were tested in the laboratory using both the standard and modified Los Angles Abrasion (LAA) test, and a mathematical relationship is developed. Based on this relationship, the standard LAA value can be determined from the modified method results. In the modified LAA test method, the time required for the test is reduced by 24h, apart from reducing the resources required for the test. Since the modified LAA method is developed considering Oman climatic and geological conditions, there is a possibility that this method and mathematical relationship may not be valid in a region when these conditions are changed. In such satiation, the modified LAA test method and mathematical relationship described in this article may need to be validated before it is adopted.

Journal Article Type Article
Acceptance Date May 2, 2019
Online Publication Date May 9, 2019
Publication Date 2020-09
Deposit Date Feb 13, 2022
Publicly Available Date Feb 16, 2022
Journal Iranian Journal of Science and Technology - Transactions of Civil Engineering
Print ISSN 2228-6160
Publisher Springer Verlag
Peer Reviewed Peer Reviewed
Volume 44
Issue 3
Pages 941-947
DOI https://doi.org/10.1007/s40996-019-00268-w
Keywords Strength and testing of materials; Quality control; Sustainability; Mathematical modelling; Granular materials; Materials technology; Aggregates; Los Angeles Abrasion
Public URL https://uwe-repository.worktribe.com/output/8661829
Publisher URL https://link.springer.com/content/pdf/10.1007/s40996-019-00268-w.pdf

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Copyright Statement
This version of the article has been accepted for publication, after peer review (when applicable) and is subject to Springer Nature’s AM terms of use, but is not the Version of Record and does not reflect post-acceptance improvements, or any corrections. The Version of Record is available online at: https://doi.org/10.1007/s40996-019-00268-w







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