TECHNICAL PAPERS
Aug 1, 1998

Morphological Study of Coarse Aggregates Using Image Analysis

Publication: Journal of Materials in Civil Engineering
Volume 10, Issue 3

Abstract

A newly developed digital image-analysis method was used to characterize the morphological characteristics of coarse aggregates. Regression analyses found that the imaging morphological characteristics of coarse aggregates correlated well with results of other indirect characterization tests such as the test method for index of particle shape and texture (ASTM D 3398); the test method for uncompacted void content of coarse aggregate as influenced by particle shape, surface texture, and grading (modified ASTM C 1252); and the test method for unit weight and voids in aggregate test (ASTM C 29). The imaging morphological characteristics of coarse aggregates also correlated well to the effects of coarse-aggregate properties on hot-mix asphalt concrete mixtures. This research offers a new approach for evaluating coarse-aggregate characteristics of asphalt-concrete mixtures and demonstrates use of an emerging technology for pavement engineering.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Ahlrich, R. C. (1996). “Influence of aggregate gradation and particle shape/texture on permanent deformation of hot mix asphalt pavements.”Tech. Rep. No. GL-96-1, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
2.
Barksdale, R. D., Pollard, C. O., Siegel, T., and Moeller, S. (1992). “Evaluation of the effects of aggregates on rutting and fatigue of asphalt.”Tech. Rep. No. FHWA-GA-92-8812, Georgia Department of Transportation, Atlanta, Ga.
3.
Brown, E. R., McRae, J. L., and Crawley, A. B. (1989). “Effect of aggregates on performance of bituminous concrete.”STP 1016, ASTM Philadelphia, Pa., 34–63.
4.
Federal Aviation Administration Advisory Circular (1992). “Standards for specifying construction of airports.”AC No. 150/5370-10A, Change 4, Federal Aviation Administration, Washington, DC.
5.
Herrin, M., and Goetz, W. H. (1954). “Effect of aggregate shape on stability of bituminous mixes.” Vol. 33, Highway Research Board, Washington, D.C. 293–308.
6.
Kandhal, P. S., and Wegner, M. E. (1973). “Effect of crushed gravel coarse aggregate on properties of bituminous concrete.”Res. Proj. Rep. No. 70-28, Pennsylvania Department of Transportation, Harrisburg, Pa.
7.
Kim, Y. R., Yim, N., and Khosla, N. P. (1992). “Effect of aggregate type and gradation on fatigue and permanent deformation of asphalt concrete.”STP 1147, ASTM, Philadelphia, Pa, 310–328.
8.
Kuo, C.-Y., Frost, J. D., Lai, J. S., and Wang, L. (1996). “Three-dimensional image analysis of aggregate particles from orthogonal projections.”Transp. Res. Rec. No. 1526, Emerging Technologies in Geotechnical Engineering, Transportation Research Board, Washington, D.C.
9.
Maupin, G. W. Jr. (1970). “Effect of particle shape and surface texture on the fatigue behavior of asphalt concrete.”Hwy. Res. Board No. HRB SP109, Highway Research Board, Washington, D.C.
10.
Shklarsky, E., and Livneh, M. (1964). “The use of gravels for bituminous mixtures.”Proc. of Assoc. of Asphalt Paving Technologists, Vol. 33, Williamsburg, Va.
11.
Yeggoni, M., Button, J. W., and Zollinger, D. G. (1994). “Influence of coarse aggregate size, shape, and surface texture on rutting of hot mix asphalt concrete.”Tech. Rep. No. FHWA/TW-94/1244-6, Texas Transportation Institute, College Station, Tex.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 10Issue 3August 1998
Pages: 135 - 142

History

Published online: Aug 1, 1998
Published in print: Aug 1998

Permissions

Request permissions for this article.

Authors

Affiliations

Chun-Yi Kuo
Asst. Prof., Dept. of Civ. Engrg., Univ. of Akron, Akron, OH; formerly, NRC Postdoctoral Res. Assoc., Airfields and Pavements Div., Geotech. Lab., U.S. Army Engr. Wtrwy. Experiment Station, Vicksburg, MS 39180-6199.
Raymond S. Rollings, Members, ASCE,
Res. Civ. Engr., Airfields and Pavements Div., Geotech. Lab., U.S. Army Engr. Wtrwy. Experiment Station, Vicksburg, MS.
Larry N. Lynch
Res. Engr., Airfields and Pavements Div., Geotech. Lab., U.S. Army Engr. Wtrwy. Experiment Station, Vicksburg, MS.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share