[1] صمدیان، ف وزارت صنایع و معادن، معاونت امور تولید دفتر صنایع غیر فلزی " گزارش بازیافت لاستیک "مرداد 1385.
[2] Lee, J. H., Salgado, R., Bernal, A. and Lovell, C. W. "Shredded tires and rubber – sand as lightweight backfill", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125, pp.132-141,1999.
[3] Edil, T. B. and Bosscher, P. J., 1994. " Engineering Properties of Tire Chips and soil Mixtures"Geotechnical Testing Journal, GTJODJ, Vol. 17, No. 4, December 1994, PP. 453-464.
[4] Edincliler A, Baykal G and Dengili K,. 2004 "Determination of static and dynamic behavior of recycled materials for highways" Conservation and Recycling, Vol. 42 (2004) , pp. 223-237.
[5] Hataf, N., & Rahimi, M. M. (2006). "Experimental investigation of bearing capacity of sand reinforced with randomly distributed tire shreds". Construction and building materials, 20(10), 910-916.
[6] Pamukcu S, Akbulut S., 2006. "Thermoelastic enhancement of damping of sand using synthetic ground rubber " J Geotech. Geoenviron. Eng ASCE 132(4):501–510.
[7] Hyodo, M., Yamada, S., Orense, R., Okamoto, M., and Hazarika, H., 2007. "Undrained Cyclic Shear Properties of Tire Chip-Sand Mixtures " Proceedings of the International Workshop on Scrap Tire Derived Geomaterials—Opportunities and Challenges, H. Hazarika and K. Yasuhara, Eds., pp. 187–196.
[8] Uchimura, T., Chi, N., Nirmalan, S., Sato, T., Meidani, M., and Towhata, I., 2007. "Shaking Table Tests on Effect of Tire Chips and Sand Mixture in Increasing Liquefaction Resistance and Mitigating Uplift of Pipe" Proceedings of the International Workshop on Scrap Tire Derived Geomaterials—Opportunities and Challenges, H. Hazarika and K. Yasuhara, Eds., pp. 179–186.
[9] Hazarika, H., Yasuhara, K., Karmokar, A., and Mitarai, Y., 2007. "Shaking Table Test on Liquefaction Prevention Using Tire Chips and Sand Mixture" Proceedings of the International Workshop on Scrap Tire Derived Geomaterials—Opportunities and Challenges, H. Hazarika and K. Yasuhara, Eds., pp. 215–222.
[10] Edincliler A., Cabalar AF., Cagatay A., Cevik A., 2010. " Triaxial Compression Behavior of sand and Tire Waste using Neural Networks " Neural Computer and application Journal. DOI10. 1007/s00521-010-0430-4.
[11] Shahin A. M., Mardesic T., Nikraz H. R., 2011. "Geotechnical Characteristics of Bauxite Residue Sand Mixed With Crumbed Rubber From Recycled Car Tires" Journal of Geo-Engineering. Vol. 6. No. 1. pp. 63-27.
[12] Anastasiadis A, Senetakis K, Pitilakis K, Gargala C, Karakasi I., 2012. "Dynamic behavior of sand/rubber mixtures, Part I: Effect of rubber content and duration of confinement on small-strain shear modulus and damping ratio " J ASTM Int 9(2).
[13] Anastasiadis A, Senetakis K, Pitilakis K, Gargala C, Karakasi I., 2012. "Dynamic behavior of sand/rubber mixtures, Part II: Effect of Rubber Content on G/GO-c-DT Curves and Volumetric Threshold Strain" J ASTM Int 9(2).
[14]مهران نیا، نیما. کوشا، بهروز. وفائیان، محمود. 1385. " بررسی رفتار مقاومتی و نفوذپذیری مخلوط ماسه با ذرات لاستیک"، هفتمین کنگره بین المللی مهندسی عمران، دانشگاه تربیت مدرس، اردیبهشت، تهران.
[15] Manafi S., 1390" The effect of fiber reinforcement and pieces of rubber the dynamic properties of the soil and reduce the effects of liquefaction With shaking table ",Master of Science, Urmia University, Department of Civil Engineering. (in persian).
[16] Bahadori H.,Mohammadi A.R.,1391. "The effect of adding rubber powder on undrained behavior of saturated sand using Triaxial ", the second conference of crisis management in the construction industry, vital arteries and underground structures. (in persian)
[17] Saba H.R.,Nokandeh M.,gafuri amirbande S.,2016. " Experimental Investigation improved geotechnical properties of mixed sand- rubber granule" Second International Conference on Advances in construction management, architecture and urban management, Tehran. (in persian)
[18] ASTM D 2487-11, "Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) ", American Society for Testing and Materials.
[19] "Sustainable Re-use of Tyres in Port, Coastal and River Engineering," Guidance for planning, implementation and maintenance, March 2005.
[20] ASTM D 3080-98, "Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions", American Society for Testing and Materials.
[21] ASTM D 422, "Standard Test Method for Particle-Size Analysis of Soils ", American Society for Testing and Materials.
[22] ASTM D854-92, "Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer ", American Society for Testing and Materials.
[23] ASTM D4253, "Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table", American Society for Testing and Materials.