Ahmadi, M. M., Hasanlourad, M. and Khatami, M. H. (2015). An investigation of the effect of variations in the pH of leachate on the physical and mechanical properties of kaolinite clay soil in presence bentonite, Journal of Experimental Research in Civil Engineering, 2(1), 25-33. (In Farsi)
Appolonia, D. (1980). Soil–bentonite slurry trench cutoffs. Journal of geotechnical and geoenvironmental engineering, ASCE, 106(4), 399-417.
Ashrafi, H. A. (2013). Study the effect of bentonite and metakaolin in geotechnical behavior of sand. M.Sc thesis, University of Ormia, Iran, Faculty of Engineering. (In Farsi)
ASTM D2216-10, (2010). Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass, ASTM international, West Conshohocken, PA,
www.astm.org.
ASTM D422-63e2, (2007). Standard test method for particle-size analysis of soils (Withdrawn 2016), ASTM international, West Conshohocken, PA,
www.astm.org.
ASTM D4318-10e1, (2010). Standard test methods for liquid limit, plastic limit, and plasticity index of soils, ASTM international, West Conshohocken, PA,
www.astm.org.
ASTM D5856-15, (2015). Standard test method for measurement of hydraulic conductivity of porous material using a rigid-wall, compaction-mold.
ASTM D698-12e1, (2012). Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft
3 (600 kN-m/m
3)), ASTM international, West Conshohocken, PA,
www.astm.org.
Benson, C. H., Daniel, D. E. and Boutwell, G. P. (1999). Field performance of compacted clay. Journal of Geotechnical and Geoenvironmental Engineering, 125(5), 390-403.
Benson, C. H., Zhai, H., Wang, X. (1994). Estimating Hydraulic conductivity of compacted clay liners. ASCE, 110(6), 1063-1083.
Bowders, J. J. (1988). Fly ash liners for waste disposal facilities. Geotechnical News, 6(4), 26-29.
Brandenburg, U. and Lagaly, G. (1988). Rheological properties of sodium montmorillonite dispersions,
Applied Clay Science, 3, 263–279.
Edil, T. B., Sandstrom, L. K. and Berthouex, P.M. (1992). Interaction of inorganic leachate with compacted pozzolanic fly ash. Journal of Geotechnical and Geoenvironmental Engineering, 118(9): 1410- 1430.
Eskandari, M., Homaee, M., and Falamaki, A. (2016). Landfill site selection for municipal solid wastes in mountainous areas with landslide susceptibility. Environmental Science and Pollution Research, 23: 12423–12434.
Falamaki, A., Shariatmadari, N. and Noorzad, A. (2008). Strength properties of hexametaphosphate treated soils. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 134(8):1215–1218.
Falamaki, A., Tavallali, H., Eskandari, M., Farahmand, S.R. (2016). Immobilizing some heavy metals by mixing contaminated soils with phosphate admixtures. International Journal of Civil Engineering. DOI 10.1007/s40999-016-0006-5, ISSN 1735-0522.
Farster, H., Heick, L. (1996). Influence of anion competition on boron adsorption by clays and soils. Soil Science, 161(2), 99-103.
Gajo, A. and Maines, M. (2007). Mechanical effects of aqueous solutions in organic acids and bases on a natural active clay. Geotechnique, 57(8), 687–699.
George, R. O. and Georgina, U. O. (2014). The permeability of ocean sand with bentonite. International Journal of Engineering and Technology Research, 2(1),1 –6.
Gori, U. (1994). The pH influence on the index properties of clays. Bulletin of Engineering Geology and the Environment, 50, 37–42.
Gratchev, I.B. and Sassa, K. (2009). Cyclic behavior of fine-grained soils at different pH values. Journal of geotechnical and geoenvironmental engineering, ASCE, 135(2), 271–279.
Han, B. W. (2012). Potential use of laterite and kahang clay mixture as a landfill liner material. Thesis for degree of master of engineering, University Teknologi Malaysia.
Hong, C. O., Chung, D. Y., Lee, D. K. and Kim, P. J. (2010). Comparison of phosphate materials for immobilizing cadmium in soil. Archives of Environmental Contamination and Toxicology, 58, 268-274.
Hrapovic, L. (2001). Biodegradation of organic contaminants under diffusive transport through clayey soil. Ph.D. Thesis, University of Western Ontario, London, Ont.
Kashir, M. and Yanful, E. K. (2001). Hydraulic conductivity of bentonite permeated with acid mine drainage,
Canadian Geotechnical Journal, 38(5), 1034–1048.
Khodaverdiloo, H. and Homaee, M. (2008). Modeling phytoremediation of soils polluted with cadmium and lead. JWSS - Isfahan University of Technology, 11(42), 417-426. (In Farsi)
Madsen, F. T. and Mitchel, J. K. (1987). Chemical effects on clay hydraulic conductivity and their determination, Open file report, Environmental Institute for Waste Management Studies, University of Alabama, Tuscaloosa.
Mahdavi, A. (1997). The effect of pH changes on some of the mechanical parameters of clay. M.Sc thesis, Islamic Azad University of Arak, Iran. (In Farsi)
Mignardi, S., Corami, A. and Ferrini, V. (2013) Immobilization of Co and Ni in mining-impacted soils using phosphate amendments, Water Air Soil Pollution, 224:1447.
Mitchel, J. K. (1982). Fundamentals of soil behavior, John wiley & sons, New York.
Nhan, C. T. (1994). A coal fly ash liner: an option in solid waste disposal management. M.Sc. Thesis, University of Toronto, Toronto, Ont.
Ourth, A. S. and Verbrugge, J. C. (1999) First results about the influence of leachates on the properties of boom clay, International conference on geoenvironmental engineering, London, 47-53.
Ping, T., Yong-chao, Z. and Zhen-miao, X. (2013). Immobilization of heavy metals in sludge using phosphoric acid and monobasic calcium phosphate, Zhejiang University Sci A, 14(3), 177–186.
Ruhl, J. L. and Daniel, D. E. (1997). Geosynthetic clay liners permeated with chemical solutions and leachates. Journal of Geotechnical and Geoenvironmental Engineering, 123(4), 369–381.
Santamarina, J. C., Klein, K. A., Palomino, A. and Guimaraes, M. S. (2002). Micro-scale aspects of chemo-mechanical coupling: Interparticle forces and fabric. In: Di Maio, Hueckel and Loret (eds) Chemomechanical coupling in clays: from nano-scale to engineering applications, Swets & Zeitlinger, Lisse.
Shriver, D. F. and Atkins, P. W. (1999). Inorganic Chemistry, W.H. Freeman and Company.
Spance, R. D. and Shi, C. (2005). Stabilization and solidification of hazardous, radioactive and mixed wastes. 1st edn. CRC Press, Boca Raton.
Tang, P., Zhou, Y. and Xie, Z. (2013). Immobilization of heavy metals in sludge using phosphoric acid and monobasic calcium phosphate. Journal of Zhejiang University – Science A (Applied Physics & Engineering), 14(3), 177-186.
Unname. (2010). Guidelines for Siting MSW Sanitary Landfill, Iran’s Environmental Protection Organization, Office for Soil and Water Pollution Studies., Tehran, Iran. (In Farsi)
Unname. (2011). Urban and rural waste management master plan of Fars province (southern area). Fars Governor, Iran. (In Farsi)
USEPA, (2001). Geosynthetic clay liners used in municipal solid waste landfills. Solid Waste and Emergency Response (5306w).
Vesperman, K. D., Edil, T. B. and Berthouex, P. M. (1985). Permeability of fly ash and fly ash-sand mixtures In Hydraulic Barriers in Soil and Rock. ASTM STP 874. Edited by Johnson, A.L., Frobel, R.K., Cavalli N.J. and Pettersson, C.B. American Society for Testing and Materials, Philadelphia, 289-298.
Vigil, S., Theisen, H. and Tchobanoglous, G. (1993). Integrated solid waste management. Engineering principles and management issues. Mc Graw-Hill.
Wang, Y. H. and Ashrafi, H. A. (2013). Study the effect of bentonite and metakaolin in geotechnical behavior of sand. M.Sc thesis, University of Ormia, Iran, Faculty of Engineering. (In Farsi)
Siu W. K. (2006). Structure characteristics and mechanical properties of kaolinite soils. I. Surface charges and structural characterizations,
Canadian Geotechnical Journal, 43(6), 587–600.