"Goodbye, Hazen; Hello, Kozeny-Carman," by W. David Carrier III

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 131, Issue 8, 2005, Pages 1054-1058

  Aubertin, M ^a   Chapuis, R P ^a   Mbonimpa, M ^a   Barr, Douglas W ^b  

^a ÉCOLE POLYTECHNIQUE DE MONTRÉAL   (Canada)

^b BARR ENGINEERING COMPANY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 23844498765     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2003)129:11(1054)     Document Type: Note

References (15)

1. Aubertin, M., Bussière, B., and Chapuis, R. P. (1996). "Hydraulic conductivity of homogenized tailings from hard rock mines." Can. Geotech. J., 33, 470-482.
2. Chapuis, R. P. (1992). "Similarity of internal stability criteria for granular soils." Can. Geotech. J., 29(4), 711-713.
3. 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.
4. 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.
5. 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.
6. 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.
7. 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.
8. 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.
9. 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.
10. Hazen, A. (1892). "Some physical properties of sand and gravel, with special reference to their use in filtration." 24th Anna. Rep., Massachusetts State Board of Health, Boston, 539-556.
11. 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.
12. Navfac DM7. (1974). "Design manual - soil mechanics, foundations, and earth structures." U.S. Government Printing Office, Washington, D.C.
13. Barr, D. W. (2001). "Coefficient of permeability determined by measurable parameters." Ground Water, 39(3), 356-361.
14. Barr, D. W. (2003). Ground Water, 41(4), 544-546.
15. Carman, P. C. (1937). "Fluid flow through granular beds." Transactions, 15, 4-20.