Abstract
Sand-clay mixtures are common materials used in several engineering practices. Liner layers and cover layers in waste management facilities are normal examples. When existing in unsaturated conditions, these layers are exposed to moisture as well as temperature fluctuation. Knowledge of the relationship between soil suction and water content for these materials is very essential to understand the unsaturated soil behavior and associated properties such as retention capacity and unsaturated water flow (hydraulic conductivity). As a general scope of this study, the retention capacity during drying-wetting cycles is investigated for two sand-natural-expansive clay (SEC) mixtures (15% and 30% expansive clay) at different ambient temperatures of 7 °C, 24 °C, and 47 °C. Drying-soil and wetting-soil water retention curves for these materials were determined at selected ambient temperatures using different salt solutions for entire range of suction (up to 300 MPa). The effect of temperature variation on the retention capacity during drying-wetting conditions was highlighted and discussed; volume changes associated with suction were also measured and assessed. The findings of this study revealed that the effect of temperature on retention capacity of SEC liners is suction range as well as clay-content dependency and is more evident at the drying path rather than wetting path.
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The data used to support the findings of this study are available from the corresponding author upon request.
References
Al-Mahbashi AM (2014) Soil water characteristic curves of treated and untreated highly expansive soil subjected to different stresses. Department of Civil Engineering, King Saud University, Riyadh, Saudi Arabia, MSc thesis
ASTM D2487 (2006) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM Int 100:19428–12959
ASTM D4546 (2003) Standard test methods for one-dimensional swell or collapse of cohesive soils. ASTM International, West Conshohocken, PA, USA, Vol. 4.08, D-18 Committee on soils and rocks
ASTM D5298 (2003) Standard test method for measurement of soil potential (suction) using filter paper. ASTM International, West Conshohocken, PA, USA, Vol. 4.08, D-18 Committee on soils and rocks
ASTM D6836 (2002) Standard test methods for determination of the soil water characteristic curve for desorption using a hanging column, pressure extractor, chilled mirror hygrometer, and/or centrifuge)). ASTM International, West Conshohocken, PA, USA, Vol. 4.08, D-18 Committee on soils and rocks
ASTM D698 (2000) Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)). ASTM International, West Conshohocken, PA, USA, Vol. 4.08, D-18 Committee on soils and rocks
Azam S (2003) Influence of mineralogy on swelling and consolidation of soils in eastern Saudi Arabia. Can Geotech J 40:964–975
Bachmann J, Horton R, Grant SA, Van der Ploeg RR (2002) Temperature dependence of water retention curves for wettable and water-repellent soils. Soil Sci Soc Am J 66(1):44–52
Bittelli M, Flury M (2009) Errors in water retention curves determined with pressure plates. Soil Sci Soc Am J 73:1453–1460. https://doi.org/10.2136/sssaj2008.0082
Blatz J, Cui Y, Oldecop L (2008) Vapour equilibrium and osmotic technique for suction control. Geotech Geol Eng 26(6):661–673
Cai GQ, Zhao CG, Li J, Liu Y (2014) A new triaxial apparatus for testing soil water retention curves of unsaturated soils under different temperatures. J Zhejiang University Sci A 15(5):364–373
Clarke BG (2009) Thermal behaviour of the ground. Ge’otechnique 59(3):157–158
Dafalla MA (2015) Efficiency of Sand Clay Liners in Controlling Subsurface Water Flow. In: Efficiency of sand clay liners in controlling subsurface water flow, In Engineering geology for society and territory - Volume 3 (pp. 497-499). Springer, Cham
Fang XW, Shen CN, Li CH, Wang L (2014) Test study on effects of temperature, sand mix ratios and dry density on soil water characteristic curves of bentonite-sand mixtures. Appl Mech Mater 580:359–363
Fredlund, D. G. and Rahardjo, H. (1993). Soil mechanics for unsaturated soils, JohnWiley and Sons, Inc. New York.
Gens A (2010) Soil–environment interactions in geotechnical engineering. Géotechnique 60(1):3–74
Laloui L, Salager S, Rizzi M (2013) Retention behaviour of natural clayey materials at different temperatures. Acta Geotech 8(5):537–546
Leong EC, Rahardjo H (2002) Soil-water characteristic curves of compacted residual soils. In: Juca’ JFT, de Campos TMP, Marinho FAM (eds) Unsaturated soils. Proceedings of the 3rd international conference on unsaturated soils (UNSAT 2002), Recife, Brazil, vol 1. Swets & Zeitlinger, Lisse, The Netherlands. pp 271–276, 10–13 March 2002
Lin B, Cerato AB (2012). Hysteretic water retention behavior of two highly clayey expansive soils. In GeoCongress 2012@ state of the art and practice in geotechnical engineering, Oakland, California, United States, March 25-29, (pp. 1205–1212). ASCE
Romero E, Gens A, Lloret A (2001) Temperature effects on the hydraulic behaviour of an unsaturated clay. In: Temperature effects on the hydraulic behaviour of an unsaturated clay, In Unsaturated Soil Concepts and Their Application in Geotechnical Practice (pp. 311-332). Springer, Dordrecht
Salager S, Rizzi M, Laloui L (2011) An innovative device for determining the soil water retention curve under high suction at different temperatures. Acta Geotech 6(3):135–142
Sun W, Sun DA, Fang L, Liu S (2014) Soil-water characteristics of Gaomiaozi bentonite by vapour equilibrium technique. J Rock Mech Geotech Eng 6(1):48–54
Tang AM, Cui YJ (2005) Controlling suction by the vapour equilibrium technique at different temperatures and its application in determining the water retention properties of MX80 clay. Can Geotech J 42(1):287–296
Tang A-M, Cui Y-J (2009) Modelling the thermomechanical behaviour of compacted expansive clays. Geotechnique 59. No. 3:185–195
Villar MV, Gómez-Espina R, Lloret A (2010) Experimental investigation into temperature effect on hydro-mechanical behaviours of bentonite. J Rock Mech Geotech Eng 2(1):71–78
Wan M, Ye WM, Chen YG, Cui YJ, Wang J (2015) Influence of temperature on the water retention properties of compacted GMZ01 bentonite. Environ Earth Sci 73(8):4053–4406
Yang S, Huang W, Chung S (2015) Combined effects of temperature and moisture content on soil suction of compacted bentonite. J Mar Sci Technol 23(3):281–287
Ye WM, Cui YJ, Qian LX, Chen B (2009a) An experimental study of the water transfer through confined compacted GMZ bentonite. Eng Geol 108(3-4):169–176
Ye WM, Wan M, Chen B, Chen YG, Cui YJ, Wang J (2009b) Effect of temperature on soil-water characteristics and hysteresis of compacted Gaomiaozi bentonite. J Cent S Univ Technol 16(5):821–826
Ye WM, Wan M, Chen B, Chen YG, Cui YJ, Wang J (2012) Temperature effects on the unsaturated permeability of the densely compacted GMZ01 bentonite under confined conditions. Eng Geol 126:1–7
Zhang M, Zhang H, Zhou L, Jia L (2013) Temperature effects on unsaturated hydraulic property of bentonite-sand buffer backfilling mixtures. Journal of Wuhan University of Technology-Mater. Sci Ed 28(3):487–493
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The authors are grateful to the Deanship of Scientific Research, king Saud University for funding through Vice Deanship of Scientific Research Chairs.
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Al-Mahbashi, A.M., Al-Shamrani, M.A. & Dafalla, M. Influence of temperature on the retention capacity of clay liners during wetting and drying . Arab J Geosci 14, 383 (2021). https://doi.org/10.1007/s12517-021-06742-y
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DOI: https://doi.org/10.1007/s12517-021-06742-y