Al-Rawas, A. A., Hago, A. W., and 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, 40(5), 681-687.
Al-Sanad, H. A., Eid, W. K., and Ismael, N. F. (1995). Geotechnical properties of oil-contaminated Kuwaiti sand. Journal of geotechnical engineering, 121(5), 407-412.
Basha, E. A., Hashim, R., Mahmud, H. B., and Muntohar, A. S. (2005). Stabilization of residual soil with rice husk ash and cement. Construction and Building Materials, 19(6), 448-453.
Botta, D., Dotelli, G., Biancardi, R., Pelosato, R., and Natali Sora, I. (2004). Cement–clay pastes for stabilization/solidification of 2-chloroaniline. Waste Management, 24(2), 207-216.
Chen, J., Anandarajah, A., and Inyang, H. (2000). Pore fluid properties and compressibility of kaolinite. Journal of geotechnical and geoenvironmental engineering, 126(9), 798-807.
Cook, E. E., Puri, V. K., and Shin, E. C. (1992). Geotechnical characteristics of crude oil-contaminated sands. In: Proceedings of 2th International Offshore and Polar Engineering Conference, 14-19 June., International Society of Offshore and Polar Engineers, San Francisco, California, USA.
DeBlasis, N. J. (2008). The influence of curing temperature on cement stabilization of North Carolina soils. Ph. D. dissertation, University of North Carolina, Charlotte.
Di Matteo, L., Bigotti, F., and Ricco, R. (2010). Compressibility of kaolinitic clay contaminated by ethanol-gasoline blends. Journal of Geotechnical and Geoenvironmental Engineering, 137(9), 846-849.
Estabragh, A. R., Beytolahpour, I., and Javadi, A. A. (2010). Effect of resin on the strength of soil-cement mixture. Journal of Materials in Civil Engineering, 23(7), 969-976.
Estabragh, A. R., Namdar, P., and Javadi, A. A. (2012). Behavior of cement-stabilized clay reinforced with nylon fiber. Geosynthetics International, 19(1), 85-92.
Fang, H. Y. and Daniels, J. (1997). Introduction to environmental geotechnology. CRC Press.
Graham, J., Yuen, K., Goh, T. B., Janzen, P., and Sivakumar, V. (2001). Hydraulic conductivity and pore fluid chemistry in artificially weathered plastic clay. Engineering geology, 60(1), 69-81.
Jaynes, W. F. and Vance, G. F. (1999). Sorption of benzene, toluene, ethylbenzene, and xylene (BTEX) compounds by hectorite clays exchanged with aromatic organic cations. Clays and Clay Minerals, 47(3), 358-365.
Kaya, A. and Fang, H. Y. (2000). The effects of organic fluids on physicochemical parameters of fine-grained soils. Canadian Geotechnical Journal, 37(5), 943-950.
Meegoda, N. J. and Rajapakse, R. A. (1993). Short-term and long-term permeabilities of contaminated clays. Journal of Environmental Engineering, 119(4),. 725-743.
Meegoda, N. J. and Ratraweera, P. (1994). Compressibility of contaminated fine-grained soils. ASTM geotechnical testing journal, 17(1), 101-112.
Mitchell, J. K. (1960). The application of colloidal theory to the compressibility of clays. Commonwealth Science and Industry Research Organization, 2, 92-97.
Moore, C. A. and Mitchell, J. K. (1974). Electromagnetic forces and soil strength. Geotechnique, 24(4), 627-640.
Olsen, R. E. and Mesri, G. (1970). Mechanisms controlling compressibility of clay. J. Soil Mechanics and Foundations Division, Proceedings of the American Society of Civil Engineers, 96, 1863-1978.
Puri, V. K., Das, B. M., Cook, E. E., and Shin, E. C. (1994). Geotechnical properties of crude oil contaminated sand. ASTM Special Technical Publication, 1221, 75-75.
Ratnaweera, P. and Meegoda, J. N. (2006). Shear strength and stress-strain behavior of contaminated soils. ASTM geotechnical testing journal, 29(2), 133-140.
Sheng, G., Xu, S., and Boyd, S. A. (1996). Mechanism (s) controlling sorption of neutral organic contaminants by surfactant-derived and natural organic matter. Environmental science & technology, 30(5), 1553-1557.
Singh, S. K., Srivastava, R. K., and John, S. (2008). Settlement characteristics of clayey soils contaminated with petroleum hydrocarbons. Soil & sediment contamination, 17(3), 290-300.
Sridharan, A. and Venkatappa Rao, G. (1973). Mechanisms controlling volume change of saturated clays and the role of the effective stress concept. Geotechnique, 23(3), 359-382.