ارزیابی آزمایشگاهی‌ خصوصیات ژئوتکنیکی و ژئوزیست ‌محیطی ترکیبات ماسه-بنتونیت جهت استفاده در آستر کف مدفن‌های زباله

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[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.

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[7]            Mollins, L. H., Stewart, D. I., Cousens, T. W., "Predicting the Properties of Bentonite-Sand Mixtures", Clay Minerals, 1996, 31, 243-252.

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[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.

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[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.

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[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.

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[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.