TECHNICAL PAPERS
Nov 1, 1983

Absorption in Manufactured Soil Aggregates

Publication: Journal of Transportation Engineering
Volume 109, Issue 6

Abstract

Absorption characteristics of cylindrical soil aggregates manufactured using three soils of different mineralogy and composition and fired to temperatures between 1,922° F (1,050 °C) and 2,282° F (1,250 °C) were assessed with respect to absorption of water and of bitumen. The investigation revealed that the commonly used 24‐hr water absorption value is not a reliable indicator of the absorption capacity or the bitumen absorption potential of aggregates. A 5‐hr boiling test is suggested to determine the absorption capacity. Absorption of bitumen by the manufactured aggregates shows a good correlation with the porosity if pores larger than 0.05 μm in radius are considered. Mercury porosimetry is found to be a suitable technique for determining the pore size distribution of aggregates and the data may be used to predict the absorption characteristics of aggregates.

Get full access to this article

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

References

1.
Arena, P. J., Jr., “Expanded Clay Hot Mix Study,” Proceedings, Association of Asphalt Paving Technologists, Vol. 39, 1970, pp. 297–344.
2.
Bosanquet, C. H., “On the Flow of Liquids into Capillary Tubes,” Phil. Mag., Vol. 6, No. 45, 1921, pp. 525–531.
3.
Gallaway, B. M., and Harper, W. J., “Laboratory Considerations for the Use of Lightweight Aggregates for Hot Mix Asphalt Pavements,” Highway Research Record, No. 236, 1968, pp. 61–75.
4.
Goshorn, J. H., and Williams, F. M., “Absorption of Bituminous Materials by Aggregate,” Proceedings, Association of Asphalt Paving Technologists, Vol. 13, 1942, pp. 41–51.
5.
Hoque, A. M., “Soils and Manufactured Soil Aggregates: Their Mineralogy, Chemistry and Engineering Properties,” thesis presented to the University of Leeds, England, in 1980, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
6.
Hoque, A. M., “A Study on the Properties of Manufactured Soil Aggregates,” Journal of the Institution of Engineers, Bangladesh, Vol. 10, No. 3, July, 1982, pp. 21–26.
7.
Hveem, F. N., “Use of the Centrifuge Kerosene Equivalent as Applied to Determine the Required Oil Content for Dense Graded Bituminous Mixtures,” Proceedings, Association of Asphalt Paving Technologists, Vol. 13, 1942, pp. 9–40.
8.
“Investigation of the Penetration of Asphalt into Porous Aggregates as Related to and Affecting the Specific Gravity of the Aggregate,” U.S. Corps of Engineers, Waterways Experiment Station, Miscellaneous Paper No. 4‐88, 1954.
9.
Lee, D. Y., “The Relationship Between Physical and Chemical Properties of Aggregates and Their Asphalt Absorption,” Proceedings, Association of Asphalt Paving Technologists, Vol. 38, 1969, pp. 242–275.
10.
Lee, D. Y., “Absorptive Aggregates in Asphalt Paving Mixtures,” Research Report HR‐142, Engineering Research Institute, Iowa State University, Ames, Iowa, 1971.
11.
Lettier, J. A., Fink, D. F., Wilson, N. B., and Farley, F. F., “Mechanism of Absorption of Bituminous Materials by Aggregates,” Proceedings, Association of Asphalt Paving Technologists, Vol. 18, 1949, pp. 278–300.
12.
Lohn, R. N., “A Method to Determine Aggregate Absorption and Control of Bituminous Aggregate Proportions,” Proceedings, Association of Asphalt Paving Technologists, Vol. 15, 1943, pp. 188–196.
13.
Martin, J. R., Ahmad, W., Ledbetter, W. B., and Britton, S. C., “Non‐bloated Synthetic Aggregate Concrete,” Research Report 81‐84, Synthetic Aggregate Research, Texas Transportation Institute, 1970.
14.
“Methods of Sampling and Testing of Mineral Aggregates, Sands and Fillers,” British Standards Institution, BS 812: 1975, London, 1975.
15.
Nevitt, H. G., and Krchma, L. C., “Absorption of Liquid Bituminous Cements by Aggregates,” Proceedings, Association of Asphalt Paving Technologists, Vol. 13, 1942, pp. 52–68.
16.
Peak, R. L., and McLean, D. A., “Capillary Penetration of Fibrous Materials,” Industrial Engineering Chem. Anal. Ed., Vol. 6, 1934, pp. 85–90.
17.
Rice, J. M., “Maximum Specific Gravity of Bituminous Mixtures by Vacuum Saturation Procedure,” ASTM Special Technical Publication No. 191, 1956, pp. 43–61.
18.
Ricketts, W. C., Sprague, J. C., Tabb, D. D., and McRae, J. L., “An Evaluation of the Specific Gravity of Aggregates for Use in Bituminous Mixtures,” ASTM Proceedings, Vol. 54, 1954, pp. 1246–1257.
19.
Washbourn, E. W., “The Dynamics of Capillary Flow,” Physical Review, Vol. 17, 1921, pp. 273–283.
20.
Washburn, E. W., “Notes on a Method of Determining the Distribution of Pore‐Sizes in a Porous Material,” Proceedings, National Academy of Science, Vol. 7, 1921, pp. 113–116.
21.
Wycott, J. D., “Suitability of Lightweight Aggregate in Plant Mix,” American Society of Testing Materials Bulletin No. 235, 1959, pp. 33–36.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 109Issue 6November 1983
Pages: 800 - 814

History

Published online: Nov 1, 1983
Published in print: Nov 1983

Permissions

Request permissions for this article.

Authors

Affiliations

Alamgir M. Hoque
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Engrg. and Tech., Dhaka, Bangladesh
Jose G. Cabrera
Lect., Dept. of Civ. Engrg., Univ. of Leeds, U.K.

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