Abuel-Naga, H.M. and Bergado D.T., Soralump, S. and Rujivipat, P. (2005). Thermal consolidation of soft Bangkok clay, Lowland Technology International Journal, 7, 13-22.
Abuel-Naga, H.M., Bergado, D.T. and Bouazza, A. (2007). Thermaly induced volume change and excess pore water pressure of soft Bangkok Clay, Engineering Geology, 89,144–154.
Abuel-Naga, H.M., Bergado, D.T., Bouazza, A. and
Pender, M. (2009). Thermal conductivity of soft Bangkok clay from laboratory and field measurements,
Engineering Geology,105, 211-219.
Amini Keleahroudi, M., Raeesi Estabrragh, A. and Abdolahi Baik, J. (2017). Effect of Temperature on the Behavior of an Expansive Soil during Drying and Wetting Cycles.
Iranian Journal of Soil and Water Research, 47(4),677-686. (In Persian)
Amiri, M., Dehghani, M. and papi, M. (2019). Microstructural analysis of thermally induced changes in permeability coefficient and settlement of marl soils. Amirkabir Journal of Civil Engineering.
Bag, R. and Rabbani, A. (2017). Effect of temperature on swelling pressure and compressibility characteristics of soil, Applied Clay Science, 136, 1–7.
Balaji, N.C., Mani, M. and Reddy, B.V.V. (2016). Thermal conductivity studies on cement-stabilized soil blocks, Construction Materials, Proceedings of the Institution of Civil Engineers, 1500032.
Castro Ferreira, R.C. and Carvalho Ulhôa, M.L. (2016). Mechanical and thermal behaviors of stabilized compressed earth blocks, Science and Engineering Journal, 25 (1), 125 – 135.
Delage, P. and Sultan, N. (2012) On the thermal consolidation of Boom clay, Canadian Geotechnical Journal, Vol. 37 (2), 343-354.
Delfan Azari, M., Noorzad, A. and Mahbobi Ardakani, M. (2013). Review on Thermal effect of clay characteristics. The 1st Iranian Conference on Geotechnical Engineering, October, University of Mohaghegh Ardabili, Iran. (In Persian)
El-Raw, N.M. and Al-Wash, A.A. (1995). Strength and thermal properties of plain and reinforced soil-cement, Journal of Islamic Academy of Sciences, 8(3),107-118.
Hamidi, A and Khazayi, S. (2012). Investigation of temperature on the behavior charecteristics of clay soils. Jaddeh, 28 (72). (In Persian)
Joshaghani, M. and Ghasemi-Fare, O. (2019). A study on thermal consolidation of fine-grained soils using modified consolidometer, Geo-Congress, GSP 309.
Kong, L., Yao, Y. and Qi, J. (2020). Modeling the combined effect of time and temperature on normally consolidated and overconsolidated clay, Acta Geotechnica.
Kuntiwattanakul, P., Towhata, I., Ohishi, K., and Seko, I. (1995). Temperature effects on thermal effects on undrained shear characteristics of clay,
Soils and Foundations, 35, 147–162.
Leroueil, S., Soares Marques, M.E. (1996). Importance of strain rate and temperature effects in geotechnical engineering, Measuring and modeling time dependent soil behavior, 61.
Liu, Q., Deng, Y.B. and Wang, Y. (2018). One-dimensional nonlinear consolidation theory for soft ground considering secondary consolidation and the thermal effect,
Computers and Geotechnics,104, 22-28.
Morin, R., Silva, A. J. (1984). The effects of high pressure and high temperature on some physical properties of ocean sediments, Journal of Geophysical Research, 89, No. B1, 511-526.
Ochsner, T.E., Robert, H. and Tusheng, R. (2001). A new perspective on soil thermal properties. Soil Science Society of America Journal, 65, 1641-1647.
Park, M. (2018). A study on the improvement effect and field applicability of the deep soft ground by ground heating method, Applied Sciences, 8.
Pietrak, K. and Tomasz, S.W. (2014). A review of models for effective thermal conductivity of composite materials, Journal of Power Technologies, 95,14-24.
Rao, M.G. and Singh, D.N. (1999). A generalized relationship to estimate thermal conductivity of soils, Canadian Geotechnical Journal, 36, 767-773.
Rotta Loria, A.F. and Coulibaly, J.B. (2020). Thermally induced deformation of soils: A critical overview of phenomena, challenges and opportunities, Geomechanics for Energy and the Environment, GETE 100193.
Saeedi Jam, S. (2011). Temperature effect on the mechanical- thermal behavior of sand-bentonite mixtures. Ph.D. dissertation, Iran University of Science and Technology, Tehran, Iran.
Shirasb, A., Hamidi, A. and Ahmadi, M.M. (2020). Consolidation characteristics of a thermally cured sand–bentonite mixture, SN Applied Sciences, 2(6):1116.
Sultan, N., Delage, P. and Cui, Y.J. (2002). Temperature effects on the volume change behavior of Boom clay, Engineering Geology, 64.
Tabarsa, A.R., Rezaie, H., Mazandarani, M., Kaveh, F. and Hosseini, S.J. (2016). Feasibility Study of Soil Stabilization Using Nanotechnology and Applications in Swamp Areas of Golestan. Final Research Report, Golestan Regional Water Co., Iran.
Tanaka, N., Graham, J., Crilly, T. (1997). Stress–strain behavior of reconstituted illitic clay at different temperatures, Engineering Geology, 47, 339–350.
Tsutsumi, A. and Tanaka, T. (2012). Combined effects of strain rate and temperature on consolidation behavior of clayey soils,
Soils and Foundations,52, 207-215.
Yarahmadi, S. and Ghaffarpour Jahromi, S. (2019) Effect of Temperature on the clay consolidation and hydraulic conductivity of sand. 6th National Congress on Civil Engineering, Architecture and Urban Development, December, Tehran, Iran. (In Persian)
Yashima, A., Leroueil, S., Oka, F. and Guntoro, I. (1998). Modeling temperature and strain rate dependent behavior of clays one dimensional consolidation,
Soils and Foundations, 38, 63–73.