بررسی آزمایشگاهی پدیده خود ترمیمی رس در سدهای خاکی و عوامل مؤثر بر آن

Al-Rawas AA, Hago AW, Al-Sarmi H, 2005. Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman. Building and Environment Journal, 40: 681–687.

Anonymous, 1998. Standard Test Method for Identification and Classification of Dispersive Clay Soils by the Pinhole Test. American Society for Testing and Materials (ASTM D4647-93). Philadelphia, PA.

Anonymous, 2000. Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort American Society for Testing and Materials (ASTM D698, 2000). West Conshohocken, PA.

Badv K, Frashbaf M, 2016. Effect of consolidation on chloride diffusion coefficient in a clayey soil. Water and Soil Science, University of Tabriz 26: 119–132. (In Persian).

Behamyari H, Azhdari M, Zomorrodian SMA, 2011. Laboratory studying of the effect of the initial structure of the swelling clays on their hydromechanical behavior. 6th National Congress on Civil Engineering. 26–27 April. University of Semnan, Semnan. (In Persian).

Bendhamane F, Marot D, Alexis A, 2008. Experimental parametric study of suffusion and backward erosion, Journal of Geotechnical and Geoenvironmental Engineering 134: 57–67.

Das Neves EM, 1989. Analysis of crack erosion in dam cores: the crack erosion test. Editora Edgard Blucher Ltda, Sao Paulo.

Honjo Y, Veneziano D, 1989. Improved filter criterion for cohesion less soils. Journal of Geotechnical Engineering 115: 75–94.

Molino B, Vincenzo AD, Ferone C, Messina F, Colangelo F, Cioffi R, 2014. Recycling of clay sediments for geopolymer binder production. A new perspective for reservoir management in the framework of Italian legislation: The Occhito Reservoir case study. Materials 7: 5603–5616.

Seco A, Ramírez F, Miqueleiz L, García B, 2011. Stabilization of expansive soils for use in construction. Applied Clay Science 51: 348–352.

Parastar F, Hejazi SM, Sheikhzadeh M, Alirezazadeh A, 2017. A parametric study on hydraulic conductivity and self-healing properties of geotextile clay liners used in landfills. Journal of Environmental Management 202: 29–37.

Wang JJ, Zhang, HP, Zhang L, Liang Y, 2013. Experimental study on self-healing of crack in clay seepage barrier. Engineering Geology 159: 31–35.

Wang W, Li W, Fan W, Zhang X, Song L, Xiong C, Gao X, Liu, X, 2018. Accelerated self-healing performance of magnetic gradient coating. Chemical Engineering Journal 332: 658–670.