TECHNICAL PAPERS
Nov 13, 2009

Development of Dilatometer Test Method to Measure Coefficient of Thermal Expansion of Aggregates

Publication: Journal of Materials in Civil Engineering
Volume 21, Issue 12

Abstract

This paper addresses a user-friendly test method to measure as-received aggregate coefficient of thermal expansion (CoTE) using dilatometery. A dilatometer can accommodate materials of different size, shape, and density and can measure representative CoTE within approximately a 24-h period. The dilatometer test was validated by establishing favorable comparisons between the dilatometer measured CoTE and the CoTE determined by alternative techniques for selected metals, minerals, and aggregates. This method has a great potential to be considered as a laboratory method for measuring the CoTE of aggregate materials. The new dilatometer-based test method can be used by state DOTs and other specifying agencies (1) to determine the CoTE of an aggregate source and to assess the variability of the average CoTE as a measure of quality control and (2) to design mixture proportions for achieving the required concrete CoTE as a function of aggregate CoTE. This test allows for the improvement of the characterization of concrete thermal behavior, as a function of its constituent properties, leading to better performance prediction.

Get full access to this article

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

References

AASHTO. (2000). “Standard test method for the coefficient of thermal expansion of hydraulic cement concrete.” AASHTO TP 60-00 [The standard as written was based on the procedures and equipment developed by the FHWA TFHRC to test the CTE of cores taken for many PCC pavements in the long term pavement performance program (LTPP)], Washington, D.C.
Ahrens, T. J. (1995). Mineral physics and crystallography: A handbook of physical Constants, American Geophysical Union (AGU Reference Shelf 2), Washington, D.C., 354.
ASTM. (1993a). “Standard test method for specific gravity and absorption of coarse aggregate.” ASTM C 127, West Conshohocken, Pa.
ASTM. (1993b). “Standard method for specific gravity and absorption of fine aggregate.” ASTM C 128, West Conshohocken, Pa.
Callister, W. D., Jr. (2007). Materials science and engineering: An introduction, Wiley, New York, 721.
Davis, R. E. (1930). “A summary of the results of investigations having to do with volumetric changes in cements, mortars and concrete, due to causes other than stress.” ACI J., 26, 407–443.
Handbook for concrete and cement. (1949). U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss. (with quarterly supplements).
Huang, Y. H. (1993). Pavement analysis and design, Prentice-Hall, Englewood Cliffs, N.J.
Lane, D. S. (1994). “Section 39: Thermal properties of aggregate.” ASTM STP 169C, 04-169030-07 on significance of tests and properties of concrete and concrete-making materials, P. Klieger and J. F. Lamond, eds., American Society for Testing and Materials, Philadelphia, 39.438–39.445.
Lide, D. R. (1990). CRC handbook of chemistry and physics, CRC, Boca Raton, Fla., 11-2–11-3.
Meyers, S. L. (1951). “How temperature and moisture changes may affect durability of concrete.” Rock Products, 54(8), 153–162.
Mitchell, L. J. (1953). “Thermal expansion tests on aggregates, neat cements, and concrete.” ACI J., 48, 964–977.
Mullen, W. G., Bloem, D. L., and Walker, S. (1952). “Effects of temperature changes on concrete as influenced by aggregates.” ACI J., 48, 661–679.
Neville, A. M. (1997). Properties of concrete, Wiley, New York.
Sellevold, E. J., and Bjontegaard, O. (2003). “Thermal expansion coefficient (CTE) of cement paste and concrete: Effect of moisture content.” Advances in Cement and Concrete, Proc., an Int. Conf., Copper Mountain, Colo., 27–37.
Venecanin, S. D. (1990). “Thermal incompatibility of concrete components and thermal properties of carbonate rocks.” ACI Mater. J., 87(6), 602–607.
Verbeck, G. J., and Hass, W. E. (1951). “Dilatometer method for determination of thermal coefficient of expansion of fine and coarse aggregate.” Proc., Thirtieth Annual Meeting, Highway Research Board, Washington, D.C., 187.
Willis, T. F., and DeReus, M. E. (1939). “Thermal volume change and elasticity of aggregates and their effect on concrete.” Proc., American Society for Testing and Materials, Vol. 39, ASTM, Philadelphia, Pa., 919.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 21Issue 12December 2009
Pages: 781 - 788

History

Received: Jan 4, 2008
Accepted: Feb 11, 2009
Published online: Nov 13, 2009
Published in print: Dec 2009

Permissions

Request permissions for this article.

Authors

Affiliations

Anal K. Mukhopadhyay [email protected]
Associate Research Scientist, Texas Transportation Institute, Texas A&M Univ., 3135 TAMU, College Station, TX 77843 (corresponding author). E-mail: [email protected]
Dan G. Zollinger [email protected]
Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843. E-mail: [email protected]

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