DISCUSSIONS AND CLOSURES
Aug 1, 2005

Discussion of “Goodbye, Hazen; Hello, Kozeny-Carman,” by W. David Carrier III

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 131, Issue 8
First page of PDF

Get full access to this article

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

References

Aubertin, M., Bussière, B., and Chapuis, R. P. (1996). “Hydraulic conductivity of homogenized tailings from hard rock mines.” Can. Geotech. J., 33, 470–482.
Chapuis, R. P. (1992). “Similarity of internal stability criteria for granular soils.” Can. Geotech. J., 29(4), 711–713.
Chapuis, R. P. (2002). “The 2000 R.M. Hardy Lecture: Full-scale hydraulic performance of soil-bentonite and compacted clay liners.” Can. Geotech. J., 39(2), 417–439.
Chapuis, R. P. (2004a). “Permeability tests in rigid-wall permeameters: Determining the degree of saturation, its evolution and influence on test results.” Geotech. Test. J., 27(3), 304–313.
Chapuis, R. P. (2004b). “Predicting the saturated hydraulic conductivity of sand and gravel using effective diameter and void ratio.” Can. Geotech. J., 41, 787–795.
Chapuis, R. P., and Aubertin, M. (2003). “Evaluation of the Kozeny-Carman’s equation to predict the hydraulic conductivity of a soil.” Can. Geotech. J., 40(3), 616–628.
Chapuis, R. P., and Légaré, P. P. (1992). “A simple method for determining the surface area of fine aggregates and fillers in bituminous mixtures.” Effects of Aggregates and Mineral Fillers on Asphalt Mixture Performance, ASTM STP 1147, 177–186.
Chapuis, R. P., and Montour, I. (1992). “Évaluation de l’équation de Kozeny-Carman pour prédire la conductivité hydraulique” (in French). Proc., 45th Canadian Geotechnical Conf., Toronto, 78.1–10.
Chapuis, R. P., Gill, D. E., and Baass, K. (1989). “Laboratory permeability tests on sand: Influence of the compaction method on anisotropy.” Can. Geotech. J., 26(4), 614–622.
Hazen, A. (1892). “Some physical properties of sand and gravel, with special reference to their use in filtration.” 24th Annu. Rep., Massachusetts State Board of Health, Boston, 539–556.
Mbonimpa, M., Aubertin, M., Chapuis, R. P., and Bussière, B. (2002). “Practical pedotransfer functions for estimating the saturated hydraulic conductivity.” Geotech. Geologic. Eng., 20, 235–259.
Navfac DM7. (1974). “Design manual—soil mechanics, foundations, and earth structures.” U.S. Government Printing Office, Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 131Issue 8August 2005
Pages: 1056 - 1057

History

Published online: Aug 1, 2005
Published in print: Aug 2005

Permissions

Request permissions for this article.

Notes

Note. Associate Editor:

Authors

Affiliations

M. Aubertin
Dept. of Civil, Geological, and Mining Engineering, Ecole Polytechnique de Montréal, P.O. Box 6079, Stn. Centreville, Montreal, PQ, Canada H3C 3A7.
R. P. Chapuis
Dept. of Civil, Geological and Mining Engineering, Ecole Polytechnique de Montréal, P.O. Box 6079, Stn. Centreville, Montreal, PQ, Canada H3C 3A7.
M. Mbonimpa
Dept. of Civil, Geological, and Mining Engineering, Ecole Polytechnique de Montréal, P.O. Box 6079, Stn. Centreville, Montreal, PQ, Canada H3C 3A7.

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