[1] Wu Y, Ashlock JC, Cetin B, Satvati S, Li C, Ceylan H. Mechanistic Performance Evaluation of Chemically and Mechanically Stabilized Granular Roadways. Geo-Congress 2020 Geotech. Earthq. Eng. Spec. Top., American Society of Civil Engineers Reston, VA; 2020, p. 591–601.
[2] Satvati S, Cetin B, Ashlock JC, Ceylan H, Rutherford C. Binding Capacity of Quarry Fines For Granular Aggregates. ASCE Geo-Congress, Minneapolis: 2020.
[3] Mahedi M, Satvati S, Cetin B, Daniels JL. Chemically Induced Soil Water Repellency and the Freeze-Thaw Durability of Soils. J Cold Reg Eng 2020. https://doi.org/In Press.
[4] Satvati S, Alimohammadi H, Rowshanzamir M, Hejazi SM. Bearing Capacity of Shallow Footings Reinforced with Braid and Geogrid Adjacent to Soil Slope. Int J Geosynth Gr Eng 2020;6:1–12.
[5] Farhangi V, Karakouzian M. Effect of Fiber Reinforced Polymer Tubes Filled with Recycled Materials and Concrete on Structural Capacity of Pile Foundations. Appl Sci 2020;10:1554.
[6] Morovatdar A, Ashtiani RS, Licon C, Tirado C, Mahmoud E. Novel Framework for the Quantification of Pavement Damages in the Overload Corridors. Transp Res Rec 2020:0361198120925807.
[7] Rahai, A; Zmani, M. A; Hatami, F; Zamani, M S, 1393, “HSE management in oil and gas fields construction “, The 2th International Conference on industries and urban management, Tehran, Iran (in Persian).
[8] Fakhri, Z., Pourhoseini, R., and Ebadi T. “Improvement in the Hydraulic Properties of Kaolinite with Adding Nanoclay.” (2016): 37-44.
[9] Mohammadi, A., and Ebadi T. “Effect of Bentonite Addition on Geotechnical Properties of Oil-Contaminated Sandy Soil.” Journal of Civil Engineering and Construction 7.4 (2018): 153-153.
[10] Spence R., Shi C., “Stabilization and Solidification of Hazardous, Radioactive and Mixed Wastes”, CRC, 2004.
[11]. USEPA, “Solidification/Stabilization Resource Guide”, EPA542-B-99-002, 1999.
www.epa.gov
[12]. USEPA, “Treatment Technologies for Site Cleanup: Annual Status Report (10th E.)”, EPA542-R-01-004, 2001.
[13] Golabchi M., “Nanotechnology in Architecture and Construction Engineering”, University of Tehran Publication, 2012
[14] Uddin, F. “Clays, Nanoclays, and Montmorillonite Minerals”. Metall and Mat Trans A, vol. 39, PP. 2804-2814 (2008).
[15] Nanocor Technical, Nanocor Inc., IL.
[17] Ebrahimi, A; A Sarrafi & M Tahmooresi, 1389, “Production of Nanoclay from a raw Montmorillonite sample”, The 2th International Conference on Composites,Tehran,iran.
[18] Zhang, G. “Soil Nanoparticles and their Influence on Engineering Properties of Soils”. in Advances in Measurement and Modeling of Soil Behavior, PP. 1-13 (2000).
[19] You, Z., et al. “Nanoclay-modified asphalt materials: Preparation and characterization”. Construction and Building Materials, vol 25, PP. 1072- 1078 (2011).
[20] Majeed, Z.H. & Taha, M.R. “Effect of Namomaterial Treatment on Geotechnical properties of a Penang Soft Soil”. Journal of Asian Scientific Research (2012)
[21] Neethu, S.V. & Remya, S. “Engineering Behaviour of Nanoclay Stabilized Soil”. Indian Geotechnical Conference (Roorkee, India, 2013).
[22] Nikookar, M., Bahari, M., Nikookar, H. & Arabani, M. “The Strength Characteristics of Silty Soil Stabilized Using Nano- Clay”. International Symposium on Advances in Science and Technology (Bandar Abbas- Iran, 2013).
[23] Majeed, Zaid Hameed, Mohd Raihan Taha, and Ibtehaj Taha Jawad. “Stabilization of soft soil using nanomaterials.” Research Journal of Applied Sciences, Engineering and Technology 8.4 (2014): 503-509
[24] Lekmine, D.E., “Effect of Petroleum Hydrocarbons on the Shear Strength and Compressibility of Soils”, P.h.D thesis, Stevens Institute of Technology, N.J., P. 441, 1991
[25] Al-Sanad, H.A., Eid, W.K., and Ismael, N.F., “Geotechnical properties of oil-contaminated Kuwaiti sand”, Journal of geotechnical engineering, Vol. 121, pp. 407-412, 1995.
[26] Khamehchiyan, M., Charkhabi, A.H. and Tajik, M. “Effects of crude oil contamination on geotechnical properties of clayey and sandy soils.” Engineering Geology 89.3 (2007): 220-229.
[27] Abousnina, Rajab M., et al. “Effects of light crude oil contamination on the physical and mechanical properties of fine sand.” Soil and Sediment Contamination: An International Journal just-accepted (2015): 00-00.
[28] Evgin, E., and Das, B., “Mechanical behavior of an oil contaminated sand”, Environmental Geotechnology, Usmen & Acar (eds), Balkema, Rotterdam, Vol., 1992.
[29] Taha, M. & Taha, O. “Influence of nano-materials on the expansive and shrinkage soil behavior”. J Nanopart Res., vol. 14, PP. 1-13 (2012).
[30] Fatehi, H., Abtahi, SM., Hashemolhosseini, H., Hejazi, SM. “A novel study on using protein based biopolymers in soil strengthening.” Construction and Building Materials 167 (2018): 813-821.
[31] Seed, H. B., Mitchell, J. K., and Chan C. K. The strength of compacted cohesive soils. No. pp 877-964. 1961.