TECHNICAL PAPERS
Feb 1, 2006

Distribution Deviation of Large Aggregates from Uniformity in Waste Containment Concrete. I: Quantitative Model Formulation

This article is a reply.
VIEW THE ORIGINAL ARTICLE
This article has a reply.
VIEW THE REPLY
Publication: Journal of Materials in Civil Engineering
Volume 18, Issue 1

Abstract

Even distribution of aggregate particles in matrices is the target of random mixing processes that are used in the preparation of construction materials to enhance the postplacement uniformity of characteristics. This is particularly important for waste containment barrier concrete where strength, durability, and minimal permeability are desirable. An index, herein referred to as the deviation index (DI) was developed and applied to the cross-sectional areas and volume elements of concrete containing large aggregate to describe distribution deviations of large aggregate particles from perfectly even volumetric distribution. The Poisson distribution and the goodness of fit test were used to describe deviations. Experimental results were obtained from concrete batching tests, designed and performed to compare two mixing methods (rodding and vibration) and a control. The results show no significant uneven distribution as the χ2 values are less than 19.6 at 5% significance level. Within the bounds of these low deviation values, the rodded samples deviated the most, and had the highest DI values (22, volumetrically and 65.32, areally). Sequentially batched samples show minimal variability in DI, indicating that the batch mixing processes were consistent.

Get full access to this article

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

Acknowledgments

This research project was sponsored by Duke Energy Corporation at the Global Institute for Energy and Environmental Systems (GIEES) of the University of North Carolina at Charlotte. Special thanks go to Concrete Supply for providing the materials used in this research and to Mactec Engineering and Consulting of Georgia (formerly Law Engineering) for allowing the use of their concrete laboratory.

References

Bai, M., Elsworth, D., Inyang, H. I., and Roegiers, J. C. (1997). “Modeling contaminant migration with linear sorption in strongly heterogeneous media.” J. Environ. Eng., 123(11), 1116–1125.
Bai, M., Inyang, H. I., Chien, C. C., and Bruell, C. (2002). “Factors for assessing flow and transport in fractured porous media.” Special Publication on Remediation in Rock Masses, 1–11.
Bai, M., Roegiers, J. C., and Inyang, H. I. (1996). “Contaminant transport in nonisothermal fractured media.” J. Environ. Eng., 122(5), 416–423.
Crank, J. (1975). The mathematics of diffusion, Oxford University Press, Oxford, U.K.
Daniels, J. L., Inyang, H. I., and Iskandar, A. (2003). “Durability of Boston blue clay in waste containment applications.” J. Mater. Civ. Eng., 15(2), 144–152.
Davis, J. C. (1973). Statistics and data analysis in geology, Wiley, New York.
Fleming, L. N., and Inyang, H. I. (1995). “Permeability of clay-modified fly-ash under thermal gradient.” J. Mater. Eng., 7(3), 178–182.
Gaunt, P. N., and Gaunt, W. A. (1978). Three dimensional reconstruction in biology, Pitman Medical, London.
Inyang, H. I., Iskandar, A., and Parikh, J. M. (1997). “Physico-chemical interactions in waste containment barriers.” Encyclopedia of environmental analysis and remediation, Vol. 2, Wiley, New York, 1158–1165.
North Carolina Department of Transportation (NCDOT). (1998). “Hot mix asphalt quality management system manual.” Asphalt technology, construction and inspection training manual, Raleigh, N.C.
Shi, B., Inyang, H., and Chen, J. (2000). “Techniques for analyzing microstructures of barrier materials in waste containment systems.” Proc., 4th Int. Symp. on Environmental Geotechnology and Global Sustainable Development, Boston, 1207–1215.
Shi, B., Murakami, Y., Wu, Z., Chen, J., and Inyang, H. I. (1999a). “Monitoring internal failure evolution in soils using computerized x-ray tomography (CT).” Eng. Geol. (Amsterdam), 54(3–4), 321–328.
Shi, B., Wu, Z., Inyang, H. I., Chen, J., and Wang, B. (1999b). “Preparation of soil specimens for SEM analysis using freeze-cut-drying.” Bulletin of the International Association of Engineering Geology and Environment, 58, 1–7.
Stephansson, O., and Wang, W. X. (1992). “Automatic image processing of aggregates.” Proc., ISRM Symp.: Eurock ’92, Chester, U.K., 31–35.
Steude, J. S., Hopkins, F., and Anders, J. E. (1994). “Industrial x-ray computed tomography applied to soil research.” Special Publication No. 36, Soil Science Society of America, Madison, Wis., 29–41.
Tikalsky, P. J., Mather, B., and Olek, J. (2000). “Concrete durability.” A2E01: Committee on Durability of Concrete ⟨http://www.nationalacademies.org/trb/publications/millenium/00020.pdf⟩ (April 9, 2002).

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 18Issue 1February 2006
Pages: 61 - 72

History

Received: Nov 25, 2003
Accepted: Nov 9, 2004
Published online: Feb 1, 2006
Published in print: Feb 2006

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Zhishen Wu

Authors

Affiliations

Hilary I. Inyang
Duke Energy Distinguished Professor and Director, Global Institute for Energy and Environmental Systems (GIEES), Univ. of North Carolina, Charlotte, NC 28223-0001.
May S. Hourani
Formerly, Graduate Research Assistant in Civil Engineering, Global Institute for Energy and Environmental Systems (GIEES), Univ. of North Carolina, Charlotte, NC 28223-0001.

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