[1] Kennay, T. C., Van Veen, V. A., Swallow, M. A., Sungalia, M. A., "Hydraulic Conductivity of Compacted Bentonite-and Mixtures", Canadian Geotechnical Journal, 1992, 29, 638-640.
[2] Daniel, D. E., Wu, Y. K., "Compacted Clay Liners and Covers for Sites", ASCE, Journal of Geotechnical Engineering, 1993, 119 (2), 223-237.
]3[ بدو، ک.، محلهی، ح.، "بررسی عوامل مؤثر بر میزان انتقال آلودگی و تعیین ضریب انتشار مولکولی در لاینرهای ماسه بنتونیتی"، ششمین کنفرانس ملّی هیدرولیک ایران، دانشگاه شهرکرد، شهریور 1386، صفحات M4-81 الی M4-88.
[4] Kalkan, E., Akbulut, S., "The Positive Effects of Silica Fume on the Permeability, Swelling Pressure and Compressive Strength of Natural Clay Liners", Engineering Geology, 2004, 73, 145-156.
[5] Akbulut, S., "Improvement of Geotechnical Properties of Granular Soil by Grouting", PhD Thesis, Technical University of Istanbul, Istanbul, Turkey, 1999.
[6] Kayabaly, K., "Engineering Aspects of a Noval Landfill Liner Material: Bentonite-Amended Natural Zeolite", Engineering Geology, 1997, 122, 105-114.
[7] Prashant, J. P., Sivapullaiah, P. V., Sridharan, A., "Pozzolanic Fly Ash as a Hydraulic Barrier in Landfills", Engineering Geology, 2001, 60, 245-252.
[8] Katsumi, T., Benson, C. H., Foose, G. J., Kamon, M., "Performance-Based Design of Landfill Liners", Engineering Geology, 2001, 60, 139-148.
[9] Bouazza, A., "Geosynthetic Clay Liners", Geotextiles and Geomembranes, 2002, 20, 3-17.
[10] Shackelford, C. D., Benson, C. H., Katsumi, T., Edil, T. B., Lin, L., "Evaluating the Hydraulic Conductivity of GCLs Permeated with Non-Standard Liquids", Geotextiles and Geomembranes, 2000, 18, 133-161.
[11] Rowe, R. K., Booker, J. R., Quigley, R. M., "Clayey Barrier Systems for Waste Disposal Facilities", E & F N Spon (Chapman & Hall), London, 1995, P 390.
[12] Rowe, R. K., "Liner Systems", Chapter 25 of Geotechnical and Geoenvironmental Engineering Handbook, Kluwer Academic Publishing, Norwell, USA., 2001, pp 739-788.
[13] Shackelford, C. D., Daniel, D. E., "Diffusion in a Saturated Soil, II. Results for Compacted Clay", ASCE Journal of Geotechnical Engineering, 1991, 117, 485-505.
[14] King, K. S., Quigley, R. M., Fernandez, F., Reades, D. W. Bacopoulos, A. "Hydraulic Conductivity and Diffusion Monitoring of the KeeleValley Landfill Liner, Maple, Ontario", Canadian Geotechnical Journal, 1993, 30, 124-134.
[15] Rowe, R. K., Booker, J. R., "1-D Pollutant Migration in Soils of Finite Depth", ASCE Journal of Geotechnical Engineering, 1985, 111 (GT4), 479-499.
[16] Rowe, R. K., Quigley, R. M., Brachman, R. W. I., Booker, J. R., "Barrier Systems for Waste Disposal", 2nd edition Spon Press, London, UK., 2004.
[17] Rowe, R. K., Booker, J. R., "POLLUTE v.6., 1D Pollutant Migration Through a Non-Homogeneous Soil", Distributed by GAEA Environmental Engineering Ltd., 44 Canadian Oaks Drive, Whitby, Ontario, Canada, © 1983, 1990, 1994.
[18] Rowe, R. K., Badv, K., "Chloride Migration Through Clayey Silt Underlain by Fine Sand or Silt", ASCE Journal of Geotechnical Engineering, 1996, 122, 60-68.
[19] Badv, K., Rowe, R. K., "Contaminant Transport through a Soil Liner Underlain by an Unsaturated Stone Collection Layer", Canadian Geotechnical Journal, 1996, 33, 416-430.
[20] Rowe, R. K., Caers, C. J., Booker, J. R., Crooks, V. E., "Pollutant Migration through Clay Soils", The 11th International Conference on Soil Mechanics and Foundation Engineering, A. A. Balkema, Rotterdam, The Netherlands, 1985, pp 1293-1298.
[21] Rowe, R. K., Caers, C. J., Barone, F., "Laboratory Determination of Diffusion and Distribution Coefficients of Contaminants using Undisturbed Soil", Canadian Geotechnical Journal, 1988, 25, 108-118.
[22] Rowe, R. K., Caers, C. J., Reynolds, G., Chan, C., "Design and Construction of Barrier System for the Halton Landfill", Canadian Geotechnical Journal, 2000, 37, 662-675.
[23] ELE International Inc. "Operating Instructions for Tri-Flex 2 Permeability Test System", ELE Inc., UK, 1994.
[24] ASTM, D5084, "Standard Test Method for Measurement of Hydraulic Conductivity of Saturated Porous Materials using a Flexible Wall Permeameter", American Society for Testing and Materials, Philadelphia, USA, 1997.
[25] Mitchell, J. K., Hooper, D. R., Campanella, R. G., "Permeability of Compacted Clay", ASCE Journal of the Geotechnical Engineering 1965, 91, (SM4) 41-65.
[26] Olson, R. E., Daniel, D. E., "Measurement of the Hydraulic Conductivity of Fine Grained Soils, Permeability and Groundwater Contaminant Transport", ASTM STP, 746, American Society for Testing and Materials, Philadelphia, 1981, pp 18-64.
)