Effect of temperature and salt concentration of pore fluid on the behaviour of an expansive soil during drying and wetting cycles

References

• Abdullah, W.S., Al-Zoubi, M.S., and Alshibli, K.A., 1997. On the physicochemical aspects of compacted clay compressibility. Canadian Geotechnical Journal, 34 (4), 551–559. doi:10.1139/t97-027.
   Web of Science ®Google Scholar
• Al-Taie, A., et al. 2020. Effect of swell–shrink cycles on volumetric behavior of compacted expansive clay stabilized using lime. International Journal of Geomechanics, 20 (11), 04020212. doi:10.1061/(ASCE)GM.1943-5622.0001863.
   Web of Science ®Google Scholar
• Bag, R. and Rabbani, A., 2017. Effect of temperature on swelling pressure and compressibility characteristics of soil. Applied Clay Science, 136, 1–7. doi:10.1016/j.clay.2016.10.043
   Web of Science ®Google Scholar
• Barbour, S.L. and Fredlund, D.G., 1989. Mechanisms of osmotic flow and volume change in clay soils. Canadian Geotechnical Journal, 26 (4), 551–562. doi:10.1139/t89-068.
   Web of Science ®Google Scholar
• Bentil, O.T. and Zhou, C., 2022. Effects of temperature and thermal cycles on the elastic shear modulus of saturated clay. Journal of Geotechnical and Geoenvironmental Engineering, 148 (7), 06022006. doi:10.1061/(ASCE)GT.1943-5606.0002822.
   Web of Science ®Google Scholar
• Cafaro, F., Cotecchia, F., and Cherubini, C., 1998. Weathering effects for stiff blue clays in southern Italy. In: A. Evangelista, and L. Picarelli, ed. The Geotechnics of hard soils-soft rocks. Rotterdam: Balkema, 633–638.
   Google Scholar
• Cai, Y., et al. 2006. Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil. Engineering Geology, 87 (3–4), 230–240. doi:10.1016/j.enggeo.2006.07.007.
   Web of Science ®Google Scholar
• Castellanos, E., et al. 2008. Chemical impact on the hydro-mechanical behaviour of high-density FEBEX bentonite. Physics and Chemistry of the Earth, Parts A/B/C, 33 (SUPPL. 1), S516–S526. doi:10.1016/j.pce.2008.10.056.
   Google Scholar
• Cekerevac, C. and Laloui, L., 2004. Experimental study of thermal effects on the mechanical behaviour of a clay. International Journal for Numerical and Analytical Methods in Geomechanics, 28 (3), 209–228. doi:10.1002/nag.332.
   Web of Science ®Google Scholar
• Chapman, D.L., 1913. A contribution to the theory of electrocapillarty. Philosophical magazine, 25 (6), 475–481. doi:10.1080/14786440408634187.
   Google Scholar
• Chen, Y.G., et al. 2016. Effects of solution concentration and vertical stress on the swelling behavior of compacted GMZ01 bentonite. Applied Clay Science, 124–125, 11–20. doi:10.1016/j.clay.2016.01.050
   Web of Science ®Google Scholar
• Cho, W.J., Lee, J.O., and Kang, C.H., 2000. Influence of temperature elevation on the sealing performance of a potential buffer material for a high-level radioactive waste repository. Annals of Nuclear Energy, 27 (14), 1271–1284. doi:10.1016/S0306-4549(99)00124-3.
   Web of Science ®Google Scholar
• Craig, R.F., 1987. Soil mechanics. Fourth ed. London, UK: Chapman and Hall.
   Google Scholar
• Cui, Y.J., Yahia-Aissa, M., and Delage, P., 2002. A model for the volume change behavior of heavily compacted swelling clays. Engineering Geology, 64 (2–3), 233–250. doi:10.1016/S0013-7952(01)00113-2.
   Web of Science ®Google Scholar
• Cuisinier, O. and Masrouri, F., 2005. Hydromechanical behaviour of a compacted swelling soil over a wide suction range. Engineering Geology, 81 (3), 204–212. doi:10.1016/j.enggeo.2005.06.008.
   Web of Science ®Google Scholar
• De Marco, S. et al., 1998. Application of moisture barriers for expansive soils. In: T. Mitachi, N. Moroto,and E. Yanagisawa,ed. Problematic soils. Rotterdam: Balkema, 381–386.
   Google Scholar
• Dif, A.E. and Bluemel, W.F., 1991. Expansive soils under cyclic drying and wetting. Geotechnical Testing Journal, 14 (1), 96–102. doi:10.1520/GTJ10196J.
   Google Scholar
• Erguler, Z.A. and Ulusay, R., 2003. A simple test and predictive models for assessing swell potential of Ankara (Turkey) Clay. Engineering Geology, 67 (3–4), 331–352. doi:10.1016/S0013-7952(02)00205-3.
   Web of Science ®Google Scholar
• Estabragh, A.R., Khatibi, M., and Javadi, A.A., 2016. Effect of cement on treatment of a clay soil contaminated with glycerol. Journal of Materials in Civil Engineering, 28 (4), 04015157. doi:10.1061/(ASCE)MT.1943-5533.0001443.
   Web of Science ®Google Scholar
• Estabragh, A.R., Moghadas, M., and Javadi, A.A., 2015. Mechanical behaviour of an expansive clay mixture during cycles of wetting and drying inundated with different quality of water. European Journal of Environmental and Civil Engineering, 19 (3), 278–289. doi:10.1080/19648189.2014.960098.
   Web of Science ®Google Scholar
• Estabragh, A.R., Parsaei, B., and Javadi, A.A., 2015. Laboratory investigation of the effect of cyclic wetting and drying on the behaviour of an expansive soil. Soils and Foundations, 55 (2), 304–314. doi:10.1016/j.sandf.2015.02.007.
   Web of Science ®Google Scholar
• 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. doi:10.1016/j.sandf.2013.08.001.
   Web of Science ®Google Scholar
• Fattah, M.Y. and Al-Lami, A.H.S., 2016. Behavior and characteristics of compacted expansive unsaturated bentonite-sand mixture. Journal of Rock Mechanics and Geotechnical Engineering, 8 (5), 629–639. doi:10.1016/j.jrmge.2016.02.005.
   Web of Science ®Google Scholar
• Fattah, M.Y., Salim, N.M., and Irshayyid, E.J., 2022. Influence of soil suction on swelling pressure of bentonite-sand mixtures. European Journal of Environmental and Civil Engineering, 26 (7), 2554–2568. doi:10.1080/19648189.2017.1320236.
   Web of Science ®Google Scholar
• Ferber, V., et al. 2009. On the swelling potential of compacted high plasticity clays. Engineering Geology, 104 (3–4), 200–210. doi:10.1016/j.enggeo.2008.10.008.
   Web of Science ®Google Scholar
• Fredlund, D.G. and Rahardjo, H., 1993. Soil mechanics for unsaturated soils. New York: John Wiley and Sons, Inc.
   Google Scholar
• Gouy, G., 1910. Sur la constitution de la charge electrique a la surface d’un electrolyte. Annales de physique (Paris), 4 (9), 457–468. doi:10.1051/jphystap:019100090045700.
   Google Scholar
• Harvey, C.C. and Murray, H.H., 1997. Industrial clays in the 21st century: a perspective of exploration, technology and utilization. Applied Clay Science, 11 (5–6), 285. doi:10.1016/S0169-1317(96)00028-2.
   Web of Science ®Google Scholar
• Kayabali, K., 1997. Engineering aspects of a novel landfill liner material: bentoniteamended natural zeolite. Engineering Geology, 46 (2), 105–114. doi:10.1016/S0013-7952(96)00102-0.
   Web of Science ®Google Scholar
• Keith, K.S. and Murray, H.H., 1994. Clay liners and barriers. In: D.D. Carr, ed. Industrial minerals and rocks. Sixth edn ed. Littleton, Colorado: Society for Mining, Metallurgy and Exploration, 435–452.
   Google Scholar
• Kumar, T. A., Thyagaraj, T., and Robinson, R. G., 2022. Swell–shrink behaviour of fly ash-stabilised expansive soils. Proceedings of the Institution of Civil Engineers - Ground Improvement, 176 (3), 160–171. doi:10.1680/jgrim.21.00024.
   Web of Science ®Google Scholar
• Li, Z., et al. 2014. Experimental research on expansion characteristics of Mengzi expansive soil with water, salt and acid immersion. Environmental Earth Sciences, 72 (2), 363–371. doi:10.1007/s12665-013-2957-z.
   Web of Science ®Google Scholar
• Lingnau, B.E., et al. 1996. Effects of temperature on strength and compressibility of sand-bentonite buffer. Engineering Geology, 41 (1–4), 103–115. doi:10.1016/0013-7952(95)00028-3.
   Web of Science ®Google Scholar
• Liu, W., Li, W., and Sun, X., 2022. Investigation of drying−wetting durability of cement-stabilised clayey soil. Proceedings of the Institution of Civil Engineers- Ground Improvement, 175 (2), 139–149. doi:10.1680/jgrim.20.00024.
   Web of Science ®Google Scholar
• Lloret, A., et al. 2003. Mechanical behaviour of heavily compacted bentonite under high suction changes. Géotechnique, 53 (1), 27–40. doi:10.1680/geot.2003.53.1.27.
   Web of Science ®Google Scholar
• Massat, L., et al. 2016. Swelling pressure development and inter-aggregate porosity evolution upon hydration of a compacted swelling clay. Applied Clay Science, 124–125, 197–210. doi:10.1016/j.clay.2016.01.002
   Web of Science ®Google Scholar
• McGown, A. and Collins, K., 1975. The microfabrics of some expansive and collapsing soils. In: Proceedings of the 5thpanamerican conference on soil mechanics and foundation engineering, Buenos Aires, Argentina, 323–332.
   Google Scholar
• McKeen, R.G., 1992. A model for predicting expansive soil behavior. In: Proceedings of the 7thInternational congress on expansive soils. Dallas, Texas, USA, 1–6.
   Google Scholar
• Mitchell, J.K. and Soga, K., 2005. Fundamentals of soil behavior. 3rd ed. Hoboken, New Jersey, USA: Wiley.
   Google Scholar
• Murray, H.H., 2000. Traditional and new applications for kaolin, smectite, and palygorskite: a general overview. Applied Clay Science, 17 (5–6), 207–221. doi:10.1016/S0169-1317(00)00016-8.
   Web of Science ®Google Scholar
• Puppala, A.J. and Cerato, A., 2009. Heave distress problems in chemically-treated sulfate-laden materials. Geo-Strata—Geo Institute ASCE, 10 (2), 28–32.
   Google Scholar
• Pusch, R., 1980.The permeability of highly compacted bentonite. Swedish nuclear fuel and waste management company. Technical Report 80–16.
   Google Scholar
• Pusch, R., Karnland, O., and Hökmark, H., 1990. GMM- A General Micro structural Model for Qualitative and Quantitative Studies of Smectite Clays. SKB-TR–90-43. Sweden: Swedish Nuclear Fuel and Waste Management Co.
   Google Scholar
• Rao, S.M. and Thyagaraj, T., 2007a. Role of direction of salt migration on the swelling behaviour of compacted clays. Applied Clay Science, 38 (1–2), 113–129. doi:10.1016/j.clay.2007.02.005.
   Web of Science ®Google Scholar
• Rao, S.M. and Thyagaraj, T., 2007b. Swell–compression behaviour of compacted clays under chemical gradients. Canadian Geotechnical Journal, 44 (5), 520–532. doi:10.1139/t07-002.
   Web of Science ®Google Scholar
• Romero, E., Gens, A., and Lloret, A., 2003. Suction effects on a compacted clay under non-isothermal conditions. Géotechnique, 53 (1), 65–81. doi:10.1680/geot.2003.53.1.65.
   Web of Science ®Google Scholar
• Rosenbalm, D. and Zapata, C.E., 2017. Effect of wetting and drying cycles on the behavior of compacted expansive soils. Journal of Materials in Civil Engineering, 29 (1), 04016191. doi:10.1061/(ASCE)MT.1943-5533.0001689.
   Web of Science ®Google Scholar
• Sabtan, A.A., 2005. Geotechnical properties of expensive clay shale in Tabuk, Saudi Arabia. Journal of Asian Earth Science, 25 (5), 747–757. doi:10.1016/j.jseaes.2004.07.003.
   Web of Science ®Google Scholar
• Seed, H.B. and Chan, C.K., 1959. Structure and strength characteristics of compacted clays. Journal of the Soil Mechanics and Foundations Division, 85 (5), 87–128. doi:10.1061/JSFEAQ.0000229.
   Google Scholar
• 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. doi:10.1139/T10-064.
   Web of Science ®Google Scholar
• Soltani, A., Raeesi, R., and O’Kelly, B.C., 2022. Cyclic swell-shrink behaviour of an expansive soil treated with a sulfonated oil. Proceedings of the Institution of Civil Engineers - Ground Improvement, 175 (3), 166–179. doi:10.1680/jgrim.19.00084.
   Web of Science ®Google Scholar
• Sridharan, A., Rao, A.S., and Sivapullaiah, P.V., 1986. Swelling pressure of clays. ASTM Geotechnical Test Journal, 9 (1), 24–33. doi:10.1520/GTJ10608J.
   Google Scholar
• Tang, A.M., Cui, Y.J., and Barnel, N., 2008. Thermo-mechanical behaviour of a compacted swelling clay. Géotechnique, 58 (1), 45–54. doi:10.1680/geot.2008.58.1.45.
   Web of Science ®Google Scholar
• Thyagaraj, T. and Zodinsanga, S., 2014. Swell–shrink behaviour of lime precipitation treated soil. Proceedings of the Institution of Civil Engineers- Ground Improvement, 167 (4), 260–273. doi:10.1680/grim.12.00028.
   Google Scholar
• Tremblay, H., et al. 2002. Influence of the nature of organic compounds on fine soil stabilization with cement. Canadian Geotechnical Journal, 39 (3), 535–546. doi:10.1139/t02-002.
   Web of Science ®Google Scholar
• Tripathy, S., Bag, R., and Thomas, H.R., 2015. Enhanced isothermal effect on swelling pressure of compacted mx80 bentonite. Engineering Geology for Society and Territory, 6, 537–539.
   Google Scholar
• Tripathy, S., Subba 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. doi:10.1139/t02-022.
   Web of Science ®Google Scholar
• Van Olphen, H., 1963. An introduction to clay colloid chemistry. New York: John Wiley.
   Google Scholar
• Villar, M.V. and Lloret, A., 2004. Influence of temperature on the hydro-mechanical behaviour of a compacted bentonite. Applied Clay Science, 26 (1–4), 337–350. doi:10.1016/j.clay.2003.12.026.
   Web of Science ®Google Scholar
• Volckaert, G., et al. 1997. Characteristics of argillaceous rocks. A catalogue of the characteristics of argillaceous rocks studied with respect to radioactive waste disposal issues: Belgium, Canada, France, Germany, Italy, Japan, Spain, Switzerland, United Kingdom and United States. Revision, (2-05).
   Google Scholar
• Volckaert, G., et al. (1993). Model development and validation of the thermal-hydraulic-mechanical and geomechanical behaviour of the clay barrier. Annual progress report on CEC Contract No. F12W-CT90-0033 and F12W-CT91-0102.
   Google Scholar
• Ye, W.M., et al. 2013. Temperature effects on the swelling pressure and saturated hydraulic conductivity of the compacted GMZ01 bentonite. Environmental Earth Sciences, 68 (1), 281–288. doi:10.1007/s12665-012-1738-4.
   Web of Science ®Google Scholar
• Zhang, F., et al. 2019. An insight into the swelling pressure of GMZ01 bentonite with consideration of salt solution effects. Engineering Geology, 251, 190–196. doi:10.1016/j.enggeo.2019.02.016
   Web of Science ®Google Scholar