[1] Brandl, H., ″Mineral Liners for Hazardous Waste Containment″, Geotechnique, 1992, 42, 57-65.
[2] Kayabalı, K., ″Engineering Aspects of a Novel Landfill Liner Material: Bentonite-Amended Natural Zeolite″, Engineering Geology, 1997, 46, 105-114.
[3] Cazaux, D., Didier, G., ″Field Evaluation of Hydraulic Performances of Geosynthetic Clay Liners by Small and Large-Scale Tests″, Geotextile and Geomemebrane, 2000, 18, 163-78.
[4] Daniel D. E., Wu, Y. K., ″Compacted Clay Liners and Covers for Arid Sites″. Journal of Geotechnical Engineering, 1993, 119 (2), 223-237.
[5] Albrecht, B. A., Benson, C. H ″Effect of Desiccation on Compacted Natural Clays″, ASCE Journal of Geotechnical and Geoenvironmental Engineering, 2001, 127 (1), 67-75.
]6[ سلطانیجیقه، ح.، سروش، ع.، "رفتار خاکهای رسی مخلوط تحت بارگذاری یکنواخت"، نشریه علمی-پژوهشی امیرکبیر، 1386، ج-67، 21-29.
[7] Soroush, A., Soltani Jigheh, H. ″Pre- and Post-cyclic Behavior of Mixed Clayey Soils″, Canadian Geotechnical Journal, 2009, 46, 115-1128.
[8] Kleppe, J. H., Olson, R. E., ″Desiccation Cracking of Soil Barriers″, Hydraulic Barriers in Soil and Rock, 1985, 874, 263-75.
[9] Boivin, P., Garnier, P., Tessier, D., ″Relationship Between Clay Content, Clay Type and Shrinkage Properties of Soil Samples″, Soil Science Society of America Journal, 2004, 68, 1145-153.
[10] Indrawan, I. G. B., Rahardjo, H., Leong, E. C., ″Effects of Coarse-Grained Materials on Properties of Residual Soil″, Engineering Geology, 2006, 82, 154-164.
[11] Krisdani, H., Rahardjo, H., Leong, E. C., ″Effects of Different Drying Rates on Shrinkage Characteristics of a Residual Soil and Soil Mixtures″, Engineering Geology, 2008, 102, 31-37.
[12] Trollope, D. H., Zafar, S. M., ″A Study of the Shear Strength of Saturated Sand, and Sand-Clay Mixtures, in Triaxial Compression″, The 2nd Australia-New Zealand Conference, S.M.F.E, 1953.
[13] Holtz, W. G., Willard, M., ″Triaxial Shear Characteristics of Clayey Gravel Soils″, Journal of Soil Mechanics and Foundation Engineering, ASCE, 1956, 82, 143-149.
[15] Nakase, A., Nakanodo, H. Kusakabe, O., ″Influence of Soil Type on Pore Pressure Response to Cyclic Loading″, The 5th Japan Earthquake Engineering Symposium, 1956, pp 593-600.
[16] Nakase, A. Kamei, T. ″Undrained Shear Strength Anisotropy of Normally Consolidated Cohesive Soils″, Soils and foundations, 1983, 23, 91-101.
[17] Vallejo, L. E., Mawby, R., ″Void Ratio Influence on the Shear Strength of Granular Material Clay Mixtures″, Engineering Geology, 2000, 58, 125-136.
[18] Vallejo, L. E., Zhou, Y., ″The Mechanical Properties of Simulated Soil-Rock Mixtures″, The 13th International Conference on Soil Mechanic and Foundation Engineering, New Dehli, India, A.A. Balkema, Rotterdam, The Netherlands, 1994, Vol. I, pp 365-368.
[19] Jafari, M. K. Shafiee, A., ″Mechanical Behavior of Compacted Composite Clays″, Canadian Geotechnical Journal, 2004, 41, 1152-1167.
[20] ASTM Standard D 2487, ″Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)″, American Society of Testing and Materials, West Conshohocken, Pa., 2004.
[21] ASTM Standard D 698, ″Standard Test Method for Laboratory Compaction Characteristics of Soil using Standard Effort″, American Society of Testing and Materials, West Conshohocken, Pa, 2004.
[22] Briaud, J. L., Zhange, X., Moon, S., ″Shrink Test-Water Content Method for Shrink and Swell Predictions″, Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129 (7), 590-600.
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