[1] Katsumi, T., Benson, C. H., Foose, G. J., Kamon, M., "Performance-Based Design of Landfill Liners", Engineering Geology, 2001, 60, 139-148.
[2] Bouazza, A., "Geosynthetic Clay Liners", Geotextiles and Geomembranes, 2002, 20, 3-17.
[3] 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.
[4] Rowe, R. K., Booker, J. R., Quigley, R. M., "Clayey Barrier Systems for Waste Disposal Facilities", E & F N Spon (Chapman & Hall), London, 1995, pp 1-390.
[5] Rowe, R. K., "Liner Systems", Geotechnical and Geoenvironmental Engineering Handbook, Kluwer Academic Publishing, Norwell, US, 2001, pp 739-788.
[6] King, K. S., Quigley, R. M., Fernandez, F., Reades, D. W., Bacopoulos, A., "Hydraulic Conductivity and Diffusion Monitoring of the Keele Valley Landfill Liner, Maple, Ontario", Canadian Geotechnical Journal, 1993, 30, 124-134.
[7] Mollins, L. H., Stewart, D. I., Cousens, T. W., "Predicting the Properties of Bentonite-Sand Mixtures", Clay Minerals, 1996, 31, 243-252.
[8] Yong, R. N., "Overview of Modeling of Clay Microstructure and Interactions for Prediction of Waste Isolation Barrier Performance", Engineering Geology, 1999, 54, 83-91.
[9] Akgun, H., "Geotechnical Characterization and Performance Assessment of Bentonite/Sand Mixtures for Underground Waste Repository Sealing", Applied Clay Science, 2010, 49, 394-399.
[10] Komine, H., "Simplified Evaluation on Hydraulic Conductivities of Sand-Bentonite Mixture Backfill", Applied Clay Science, 2004, 26, 13-19.
[11] Stewart, D. I., Studds, P. G., Cousens, T. W., "The Factors Controlling the Engineering Properties of Bentonite-Enhanced Sand", Applied Clay Science, 2003, 23, 97-110.
[12] Tay, Y. Y., Stewart, D. I., Cousens, T. W., "Shrinkage and Desiccation Cracking in Bentonite-Sand Landfill Liners", Engineering Geology, 2001, 60, 263-274.
[13] Mitchell, J. K., "Fundamentals of Soil Behavior", John Wiley and Sons, Inc, New York, US, 1993, pp 1-437.
[14] Beek, W. J., Muttzall, K. M. K., Van Heuven, J. W., "Transport Phenomena", Second Edition, John Wiley and Sons Ltd, West Sussex, England, 1999, pp 1-329.
[15] Shackelford, C. D., Daniel, D. E., "Diffusion in Saturated Soil, I: Background", Journal of Geotechnical Engineering, ASCE, 1991, 117, 467-484.
[16] Shackelford, C. D., Daniel, D. E., "Diffusion in Saturated Soil, П: Results for Compacted Clay", Journal of Geotechnical Engineering, ASCE, 1991, 117, 485-506.
[17] Foose, G. J., "Transit-Time Design for Diffusion through Composite Liners", Journal of Geotechnicaland and Geoenvironmental Engineering, ASCE, 2002, 128, 590-601.
[18] Malusis, M. A., Shackelford, C. D., "Predicting Solute Flux through a Clay Membrane Barrier", Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130, 477-487.
[19] Shackelford, C. D., Lee, J. M., "The Destruction Role of Diffusion on Clay Membrane Behavior", Journal of Clays and Clay Minerals, 2003, 51, 186-196.
[20] Rowe, R. K, Booker, J. R., "An Efficient Analysis of Pollutant Migration through Soil", Numerical Methods in Transient and Coupled Systems, Lewis, Hinton, Bettess & Schrefler Ed., John Wiley & Sons, 1987, pp 13-42.
[21] Rowe, R. K., Booker, J. R., "Pollute-V6. A Program for Modeling Pollutant Migration through Soil", Geotechnical Research center, The University of Western Ontario, Canada, 1994.
[22] ASTM D 854-06 e1. "Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer", Annual Book of ASTM Standards, Section 4, Vol. 04.08, Soil and Rock (1), ASTM, West Conshohocken, PA.
[23] ASTM D 4318-05. "Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils", Annual Book of ASTM Standards, Section 4, Vol. 04.08, Soil and Rock (1), ASTM, West Conshohocken, PA.
[24] ASTM D 698-07 e1, "Standard Test Methods for Laboratory Compaction Characteristics of Soil using Standard Effort (12 400 ft-Ibf/ft3 (600 kN-m/m3))", Annual Book of ASTM Standards, Section 4, Vol. 04.08, Soil and Rock (1), ASTM, West Conshohocken, PA.
[25] ASTM D 2434-87, "Standard Test Method for Permeability of Granular Soils (Constant Head)", Annual Book of ASTM Standards, Section 4, Vol. 04.08, Soil and Rock (1), ASTM, West Conshohocken, PA.
[26] ASTM D 421-87, "Standard Practice for Dry Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants", Annual Book of ASTM Standards, Section 4, Vol. 04.08, Soil and Rock (1), ASTM, West Conshohocken, PA.
[27] ASTM D 422-87, "Standard Test Method for Particle-Size Analysis of Soils", Annual Book of ASTM Standards, Section 4, Vol. 04.08, Soil and Rock (1), ASTM, West Conshohocken, PA.
[28] Daniel, D. E., Benson, C., "Water Content-Density Criteria for Compacted Soil Liners", Journal of Geotechnical Engineering, ASCE, 1990, 116, 1811-1830.
[29] Lambe, T., "The Permeability of Compacted Bentonite Fined-Grained Soils", Special Technical Publication, ASTM, 1954, 163, 56-67.
[30] ASTM D 5084-03, "Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using A Flexible Wall Permeameter", Annual Book of ASTM Standards, Section 4, Vol. 04.08, Soil and Rock (1), ASTM, West Conshohocken, PA.
[31] Badv, K., "Automatic-Pneumatic Soil Squeezer (APSS)", Patent No. 36509, Dated 9th October, 2006 (1385/07/17), General Office for Registration of Companies and Industrial Ownership of Iran.
[32] ASTM D 2166-06, "Standard Test Method for Unconfined Compressive Strength 375 of Cohesive Soil, Annual Book of ASTM Standards, Section 4, Vol. 04.08, Soil and Rock (1), ASTM, West Conshohocken, PA.
[33] De Magistris, F. S., Silvestri, F., Vinale, F., "Physical and Mechanical Properties of Compacted Silty Sand with Low Bentonite Fraction", Canadian Geotechnical Journal, 1998, 35, 909-925.
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