The objective of the research described here was to derive dimensional parameters to provide a unique descriptive fingerprint for any sample of coarse-aggregate particles. The practical component of the work focused on devising a quick and accurate field test capable of yielding values for the descriptive parameters to enable a coarse-aggregate sample to be quantitatively appraise. The aim of the paper is to propose this test as a means of ensuring quality control of coarse-aggregate shape. The parameters used were derived from first principles and applied to realistic particle shapes using simple mathematical models. Standard specifications were analysed to identity finite limits of acceptance for specific applications. These limits were then converted into precise terms of reference for the parameters. Extensive laboratory tests were performed on coarse-aggregate samples using the innovative test regime. The results show that such a system can be useful in providing information about an aggregate.
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October 1999
Research Article|
October 01 1999
Precise shape grading of coarse aggregate
L. J. O'Flannery;
Lee MCullough and Partners; Trinity College Dublin
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M. M. O'Mahony
Lee MCullough and Partners; Trinity College Dublin
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*
Engineer, Lee, MCullough and Partners, formerly student, Trinity College, Dublin, Ireland.
†
Lecturer, Department of Civil, Structural and Environmental Engineering, Trinity College Dublin, Ireland.
Publisher: Emerald Publishing
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 1999 Thomas Telford Ltd
1999
Magazine of Concrete Research (1999) 51 (5): 319–324.
Citation
O'Flannery LJ, O'Mahony MM (1999), "Precise shape grading of coarse aggregate". Magazine of Concrete Research, Vol. 51 No. 5 pp. 319–324, doi: https://doi.org/10.1680/macr.1999.51.5.319
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