[1]
|
R. P. Chapuis and M. Aubertin, “On the Use of the Koz- eny-Carman Equation to Predict the Hydraulic Conduc- tivity of Soils,” Canadian Geotechnical Journal, Vol. 40, No. 3, 2003, pp. 616-628. doi:10.1139/t03-013
|
[2]
|
W. D. Carrier, “Goodbye, Hazen; Hello, Kozeny-Car- man,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 129, No. 11, 2003, pp. 1054-1056.
doi:10.1061/(ASCE)1090-0241(2003)129:11(1054)
|
[3]
|
D. A. Dixon, J. Graham and M. N. Gray, “Hydraulic Con- duc-tivity of Clays in Confined Tests under Low Hydrau- lic Gra-dients,” Canadian Geotechnical Journal, Vol. 36, No. 5, 1999, pp. 815-825. doi:10.1139/t99-057
|
[4]
|
T. W. Lambe and R. V. Whitman, “Soil Mechanics,” John Wiley & Sons, New York, 1969.
|
[5]
|
D. W. Taylor, “Fundamentals of Soil Mechanics,” John Wiley & Sons, New York, 1948.
|
[6]
|
D. E. Daniel, “State-of-the-Art: Laboratory Hydraulic Con- duc-tivity Tests for Saturated Soils, Hydraulic Conductiv- ity and Waste Contaminant Transport in Soil,” In: D. E Daniel and S. J. Trautwein, Eds., Hydraulic Conductivity and Waste Contami-nant Transport in Soil, American So- ciety for Testing and Materials, Philadelphia, 1994.
|
[7]
|
B. R. Elsbury, D. E. Daniel, G. A. Sraders and D. C. Anderson, “Lessons Learned from Compacted Clay Liners,” The Journal of Geotechnical Engineering, Vol. 116, No. 11, 1990, pp. 1641-1660.
doi:10.1061/(ASCE)0733-9410(1990)116:11(1641)
|
[8]
|
ASTM, “Annual Book of ASTM Standards,” ASTM Publica-tion V.04.08, 2004.
|
[9]
|
ASTM, “Annual Book of ASTM Standards,” ASTM Publica-tion V.04.09, 2005.
|
[10]
|
C. Gamvroudis, “Hydraulic Conductivity of Fine Graded Compacted Geomaterials,” M.Sc. Thesis, Technical University of Crete, Chania, 2010.
|
[11]
|
R. D. Holtz, and W. D. Kovacs, “An Introduction to Geo- tech-nical Engineering,” Prentice-Hall, Englewood Cliffs, 1981.
|