Abdullah, W. S., Alshibli, K. A., and Al-Zou'bi, M. S. (1999). Influence of pore water chemistry on the swelling behavior of compacted clays. Applied Clay Science, 15(5), 447-462.
Al-Homoud, A. S., Basma, A. A., Husein Malkawi, A. I., and Al Bashabsheh, M. A. (1995). Cyclic swelling behavior of clays. Journal of Geotechnical Engineering, 121(7), 562-565.
Alonso, E. E., Romero, E., Hoffmann, C., and García-Escudero, E. (2005). Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wetting. Engineering Geology, 81(3), 213-226.
Barden, L. and Sides, G. R. (1970). Engineering behavior and structure of compacted clay. Journal of Soil Mechanics & Foundations Div., 96(4), 1171-1200.
Basma, A. A., Al-Homoud, A. S., Husein Malkawi, A. I., and Al-Bashabsheh, M. A. (1996). Swelling-shrinkage behavior of natural expansive clays. Applied Clay Science, 11(2), 211-227.
Bolt, G. H. (1956). Physico-chemical analysis of the compressibility of pure clays. Geotechnique, 6(2), 86-93.
Chen, F. H. (1965). The use of piers to prevent uplifting of lightly loaded structures founded on expansive soils. In Proceeding of International Research and Engineering Conference on Expansive Clay Soils, Texas.
Chu, T. Y. and Mou, C. H. (1973). Swelling volume change characteristics of expansive soils determined by controlled suction test. In Proc., of 3rd Int. Conf. on Expansive Soils (Vol. 1, 177-185).
Estabragh, A. R., Moghadas, M., and Javadi, A. A. (2013). Effect of different types of wetting fluids on the behaviour of expansive soil during wetting and drying. Soils and Foundations, 53(5), 617-627.
Gourley, C. S., Newill, D., and Schreiner, H. D. (1993). Expansive soils: TRL’s research strategy. In Proceedings of first international symposium on engineering characteristics of arid soils.
Jones, D. E. and Holtz, W. G. (1973). Expansive soils-the hidden disaster. Civil Engineering 43, 87-89.
Komine, H. and Ogata, N. (1996). Prediction for swelling characteristics of compacted bentonite. Canadian Geotechnical Journal, 33(1), 11-22.
Kröhn, K. P. (2003). New conceptual models for the resaturation of bentonite. Applied clay science, 23(1), 25-33.
Lambe, T. W. (1958). The structure of compacted clay. Journal of the Soil Mechanics and Foundations Division, ASCE, 84, 1-34.
McKeen, R. G. (1992). A model for predicting expansive soil behavior. In Proc., 7th Int. Conf. on Expansive Soils (Vol. 1, 1-6).
Nelson, J. D. and Miller, D. J. (1992). Expansive soils: problems and practices in foundation and pavement engineering. John Wiley & Sons Inc.
Olson, R. E. (1974). Shearing strengths of kaolinite, illite, and montmorillonite. Journal of the Geotechnical Engineering Division, 100(11), 1215-1229.
Osipov, V. I., Bik, N. N., and Rumjantseva, N. A. (1987). Cyclic swelling of clays. Applied clay science, 2(4),363-374.
Parsaee, B. and Estabragh, A. R. (2009). Evaluation of volume change potential in clayey soils during wetting and drying cycles. MSc dissertation, University of Tehran, Karaj. (In Farsi)
Popescu, M. (1980). Behaviour of expansive soils with a crumb structure. In Expansive Soils (158-171). ASCE.
Seed, H. B. and Chan, C. K. (1960). Structure and strength characteristics of compacted clays. Institute of Transportation and Traffic Engineering, University of California.
Siddiqua, S., Blatz, J., and Siemens, G. (2011). Evaluation of the impact of pore fluid chemistry on the hydromechanical behaviour of clay-based sealing materials. Canadian Geotechnical Journal, 48(2), 199-213.
Soltani, A., Estabragh, A. R., Hoorfar, A., and Abdullahi, J. (2014). Effect of initial moisture quality on the mechanical behavior of an expansive soil during wetting and drying. In Proceeding of 8th National conference on Civil Engineering, Babol, Iran.
Subba Rao, K. S. and Satyadas, G. G. (1987). Swelling potential with cycles of swelling and partial shrinkage. In Proceedings, 6th International Conference on Expansive Soils (Vol. 1, 137-142).
Tawfiq, S. and Nalbantoglu, Z. (2009). Swell-Shrink behavior of expansive clays. In Proceeding of 2nd International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, Nicosia, North Cyprus (336-341).
Tripathy, S. and Rao, K. S. S. (2009). Cyclic swell–shrink behaviour of a compacted expansive soil. Geotechnical and Geological Engineering, 27(1), 89-103.
Tripathy, S., Rao, K. S., and Fredlund, D. G. (2002). Water content-void ratio swell-shrink paths of compacted expansive soils. Canadian geotechnical journal, 39(4), 938-959.