Laboratory investigation of the effect of cyclic wetting and drying on the behaviour of an expansive soil

Soils and Foundations - Tập 55 - Trang 304-314 - 2015
A.R. Estabragh1, B. Parsaei2, A.A. Javadi3
1Faculty of Soil and Water Engineering, University of Tehran, PO Box 4411, Karaj 31587-77871, Iran
2Fars Regional Water Company, PO Box 351, Shiraz 71436-83685, Iran
3Computational Geomechanics Group, College of Engineering, Mathematics and Physical Sciences, University of Exeter, Devon EX4 4QF, UK

Tài liệu tham khảo

Al-Homoud, 1995, Cyclic swelling behaviour of clays, J. Geotech. Eng., 121, 562, 10.1061/(ASCE)0733-9410(1995)121:7(562) Alonso, E.E. Gens, A. and Hight, D.W. , 1987. Special problem soils. General report. In: Proceedings of the 9th European Conference on Soil Mechanics and Foundation Engineering. Dublin, Vol. 3, pp. 1087–1146. Alonso, 2005, Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wetting, Eng. Geol., 8, 213, 10.1016/j.enggeo.2005.06.009 ASTM, 2007. Standard test methods for laboratory compaction characteristics of soil using filter paper. D698. West Conshohocken, PA, USA ASTM, 2010. Standard test methods for measurement of soil potential (suction) using filter paper. D5298. West Conshohocken, PA, USA ASTM, 2004. Standard test methods for shrinkage factors of soil by the mercury method. D427. West Conshohocken, PA., USA Barden, 1970, Engineering behaviour and structure of compacted clay, J. Soil Mech. Found. Div., 96, 1171, 10.1061/JSFEAQ.0001434 Basma, 1996, Swelling–shrinkage behaviour of natural expansive clays, Appl. Clay Sci., 11, 211, 10.1016/S0169-1317(96)00009-9 Bell, 2000 Bulut, 2001, Soil suction measurements by filter paper, Geotech. Spec. Publ., 115, 243 Chu, T.Y. and Mou, C.H., 1973. Volume change characteristics of expansive soils determined by controlled suction. In: Proceedings of the 3rd International Conference on Expansive Soils, Haifa, pp. 177–185. Collins, 1974, The form and function of microfabric features in a variety of natural soils, Geotechnique, 24, 223, 10.1680/geot.1974.24.2.223 Day, 1994, Swell–shrink behaviour of compacted clay, J. Geotech. Eng., 120, 618, 10.1061/(ASCE)0733-9410(1994)120:3(618) Day, 1999 Delage, 1984, Study of the structure of sensitive Champlain clay and of its evolution during consolidation, Can. Geotech. J., 21, 21, 10.1139/t84-003 Diamond, 1970, Pore size distribution in clays, Clays Clay Miner., 18, 7, 10.1346/CCMN.1970.0180103 Dif, 1991, Expansive soils under cyclic drying and wetting, Geotech. Test. J., 14, 96, 10.1520/GTJ10196J El-Sohby, 1981, Some factors affecting swelling of clayey soils, Geotech. Eng., 12, 19 Estabragh, 2013, Effect of quality of water on the behavior of expansive soil during wetting and drying, Soils Found., 53, 617, 10.1016/j.sandf.2013.08.001 Ferber, 2009, On the swelling potential of compacted high plasticity clays, Eng. Geol., 104, 200, 10.1016/j.enggeo.2008.10.008 Fredlund, 1993 Fredlund, 1994, Equations for the soil water characteristic curve, Can. Geotech. J., 31, 521, 10.1139/t94-061 Gallipoli, 2003, Modelling the variation of degree of saturation in a deformable unsaturated soil, Geotechnique, 53, 105, 10.1680/geot.2003.53.1.105 Gens, A., 1996. Constitutive modelling: application to compacted soils. In: Proceedings of the 1st International Conference on Unsaturated Soils, Baikema, Rotterdom, Netherlands, Vol. 3, pp. 1179–1200. Haines, 1923, The volume changes associated with variations of water content in soil, J. Agric. Sci., 13, 296, 10.1017/S0021859600003580 Hanafy, 1991, Swelling/shrinkage chatracteristic curve of desiccated expansive clays, Geotech. Test. J., 14, 206, 10.1520/GTJ10562J Ho, 1992, Volume change indices during loading and unloading of an unsaturated soil, Can. Geotech. J., 29, 195, 10.1139/t92-023 Holtz, 1956, Engineering properties of expansive clays, Trans. Am. Soc. Civil Eng., 121, 641, 10.1061/TACEAT.0007325 Jones, 1987, Treating expansive soils, Civil Eng., 57, 62 Jotisankasa, 2009, The mechanical behaviour of an unsaturated compacted silty clay, Géotechnique, 59, 415, 10.1680/geot.2007.00060 Kawai, 2000, The model of water retention curve considering effects of void ratio, 329 Komine, 1996, Experimental study on swelling characteristics of compacted bentonite, Can. Geotech. J., 31, 478, 10.1139/t94-057 Lambe, 1958, The structure of compacted clay, J. Soil Mech. Found. Div., 84, 1 Lapierre, 1990, Mercury intrusion and permeability of Louiseville clay, Can. Geotech. J., 27, 761, 10.1139/t90-090 Leong, 2002, Factors affecting the filter paper method total and matric suction measurements, Geotech. Test. J., 25, 322 Liu, 2012, Automatic soil water retention test system with volume change measurement for sandy silty soil, Soils Found., 52, 368, 10.1016/j.sandf.2012.02.012 Marinho F.A.M., Stuermer, M., 2000. Edited by: Shackelford, C.D, Houston, S.L. and Chang, N-Y. Denver, Colorado, USA, ASCE 125–141 McKeen, R.G., 1992. A model for predicting expansive soil behavior. In: Proceedings of the 7th International Conference on Expansive Soils, Dallas, pp. 1–6. McQueen, 1968, Calibration and evaluation of wide range method of measuring moisture stress, J. Soil Sci., 106, 225, 10.1097/00010694-196809000-00012 Mitchell, 1992, Shrinkage of bare and cultivated soil, Soil Sci. Soc. Am. J., 56, 1036, 10.2136/sssaj1992.03615995005600040006x Nowamooz, 2008, Hydromechanical behaviour of an expansive bentonite/silt mixture in cyclic suction-controlled drying and wetting tests, Eng. Geol., 101, 154, 10.1016/j.enggeo.2008.04.011 Osipov, 1987, Cyclic swelling of clays, Appl. Clay Sci., 2, 363, 10.1016/0169-1317(87)90042-1 Popescu, 1979, Engineering problems associated with expansive clays from Romanian, Eng. Geol., 14, 43, 10.1016/0013-7952(79)90062-0 Ridley, 2003, Soil matrix suction: some examples of its measurement and application in geotechnical engineering, Géotechnique, 53, 241, 10.1680/geot.2003.53.2.241 Romero, 2000, Retention curves in deformable clays, 91 Seed, 1959, Structure and strength characteristics of compacted clays, J. Soil Mech. Found. Div., 85, 87, 10.1061/JSFEAQ.0000229 Sharma, 1998 Sitharam, T.G., Sivapulloiah, P.V. and Subba Rao, K.S., 1995. Shrinkage behaviour of compacted unsaturated soils. In: Proceedings of the 1st International Conference on Unsaturated Soil, Paris, pp. 195–200. Sivakumar, 2006, Wetting, drying and compression characteristics of compacted clay, Géotechnique, 56, 57, 10.1680/geot.2006.56.1.57 Sridharan, 1982, Volume change behaviour of desiccated soil, J. Geotech. Eng., 108, 1057 Subba Rao, 2003, Effect of aging on swelling and swell–shrink behaviour of a compacted expansive soil, Geotech. Test. J., 26, 36 Tang, 2008, Thermo-mechanical behaviour of a compacted swelling clay, Géotechnique, 58, 45, 10.1680/geot.2008.58.1.45 Tripathy, 2002, Water content–void ratio swell–shrink paths of compacted expansive soils, Can. Geotech. J., 39, 938, 10.1139/t02-022 Umezaki, 2013, Shrinkage and desaturation properties during desiccation of reconstituted cohesive soils, Soils Found., 53, 47, 10.1016/j.sandf.2012.12.003 Villar, M.V., 1995. First results of suction controlled oedometer test in highly expansive montmorillonite. In: Alonso, E.E., Delage, P. (Eds.), Proceedings of the 1st International Conference on Unsaturated Soils, Paris, Balkema Press, Vol. 1, pp. 207–213. Wang, 2013, The effects of technological voids on the hydro-mechanical behaviour of compacted bentonite–sand mixture, Soils Found., 53, 232, 10.1016/j.sandf.2013.02.004 Wheeler, 2003, Coupling of hydraulic hystersis and stress–strain behaviour in unsaturated soils, Géotechnique, 53, 41, 10.1680/geot.2003.53.1.41 Yong, 1966 Zhang R., Yang, H. and Zheng, J., 2006. The effect of vertical pressure on the deformation and strength of expansive soil during cyclic wetting and drying. In: Proceedings of the 4th International Conference on Unsaturated Soil, Arizona, USA, pp. 894–905.