Laboratory study and interpretation of mechanical behavior of frozen clay through state concept

Aas, 1981, Laboratory determination of strength properties of frozen salt marine clay, Eng. Geol., 18, 67, 10.1016/0013-7952(81)90047-8 Abuel-Naga, 2006, Experimental evaluation of engineering behavior of soft Bangkok clay under elevated temperature, J. Geotech. Geoenviron. Eng., 132, 902, 10.1061/(ASCE)1090-0241(2006)132:7(902) Akili, W. 1971. Stress-strain behavior of frozen fine-grained soils. Highw. Res. Record No. 360. pp. 1–8. Alkire, 1973, The effect of confining pressure on the mechanical properties of sand-ice materials, J. Glaciol., 12, 469, 10.1017/S0022143000031889 Alonso, 1990, Constitutive model for partially saturated soils, Geotechnique, 40, 405, 10.1680/geot.1990.40.3.405 Andersland, 1967, Stress effect on creep rates of a frozen clay soil, Geotechnique, 17, 27, 10.1680/geot.1967.17.1.27 Andersland, 2004 Arenson, 2004, Effects of volumetric ice content and strain rate on shear strength under triaxial conditions for frozen soil samples, Permafr. Periglac. Process., 15, 261, 10.1002/ppp.498 Arenson, 2005, Triaxial constant stress and constant strain rate tests on ice-rich permafrost samples, Can. Geotech. J., 42, 412, 10.1139/t04-111 Arenson, 2007, The rheology of frozen soils, Appl. Rheol., 17, 12147-1, 10.1515/arh-2007-0003 Baker, T.H.W., 1976. Preparation of artificially frozen sand specimens. Pap. Div. Build. Res. Natl. Res. Counc. Can. (682): 15 pp. Bishop, 1963, Some aspects of effective stress in saturated and partly saturated soils, Geotechnique, 13, 177, 10.1680/geot.1963.13.3.177 Blanchard, 1985, Soil frost heaving and thaw settlement, 209 Bragg, 1981, Strain rate, temperature, and sample size effects on compression and tensile properties of frozen sand, Eng. Geol., 18, 35, 10.1016/0013-7952(81)90044-2 Casini, 2014, Artificial ground freezing of a volcanic ash: laboratory tests and modelling, Environ. Geotech., 3, 141, 10.1680/envgeo.14.00004 Cekerevac, 2004, Experimental study of thermal effects on the mechanical behaviour of a clay, Int. J. Numer. Anal. Methods Geomech., 28, 209, 10.1002/nag.332 Chamberlain, 1972, The mechanical behaviour of frozen earth materials under high pressure triaxial test conditions, Geotechnique, 22, 469, 10.1680/geot.1972.22.3.469 Fredlund, 1993 Fremond, 1991, Thermomechanical modelling of freezing soil, Ground Freez., 91, 17 Gens, 2010, Soil-environment interactions in geotechnical engineering, Geotechnique, 60, 3, 10.1680/geot.9.P.109 Ghoreishian Amiri, 2015, A thermo-hydro-mechanical constitutive model for saturated frozen soils, 1024 Goodman, 1975, Mechanical properties of simulated deep permafrost, J. Eng. Ind., 97, 417, 10.1115/1.3438601 Goughnour, 1968, Mechanical properties of a sand-ice system, ASCE, J. Soil Mech. Found. Div., 94, 923, 10.1061/JSFEAQ.0001179 Harris, 1995 Hass, 2006, Tunneling through soft ground using ground freezing, Civ. Eng. Pract., 21, 45 Haynes, F.D., Karalius, J.A., 1977. Effect of Temperature on the Strength of Frozen Silt. CRREL Rep. 77–3, 27 pp. Haynes, F.D., Karalius, J.A., Kalafut, J., 1975. Strain Rate Effect on the Strength of Frozen Silt. USACRREL Res. Rep. 350, 27 pp. Hohmann-Porebska, 2002, Microfabric effects in frozen clays in relation to geotechnical parameters, Appl. Clay Sci., 21, 77, 10.1016/S0169-1317(01)00094-1 Hooke, 1972, Creep of ice containing dispersed fine sand, J. Glaciol., 11, 327, 10.1017/S0022143000022309 Ishikawa, 2015, Geohazard at volcanic soil slope in cold regions and its influencing factors, Jpn. Geotech. Soc. Spec. Publ., 1, 1 Ishizaki, 1996, Premelting of ice in porous silica glass, J. Cryst. Growth, 163, 455, 10.1016/0022-0248(95)00990-6 Joshi, 1990, Post peak axial compressive strength and deformation behavior of fine-grained frozen soils, 317 Ladanyi, 1972, An engineering theory of creep of frozen soils, Can. Geotech. J., 9, 63, 10.1139/t72-005 Ladanyi, 1990, Effect of internal confinement on compression strength of frozen sand, Can. Geotech. J., 27, 8, 10.1139/t90-002 Lai, 2010, Strength criterion and elastoplastic constitutive model of frozen silt in generalized plastic mechanics, Int. J. Plast., 26, 1461, 10.1016/j.ijplas.2010.01.007 Leroueil, 2006, Suklje’s Memorial Lecture-The isotache approach: where are we fifty years after its development by Professor Suklje, 55 Li, 2004, Effects of temperature, strain rate and dry density on compressive strength of saturated frozen clay, Cold Reg. Sci. Technol., 39, 39, 10.1016/j.coldregions.2004.01.001 Li, 2000, The coupled heat-moisture-mechanic model of the frozen soil, Cold Reg. Sci. Technol., 31, 199, 10.1016/S0165-232X(00)00013-6 Li, 2002, Theoretical frame of the saturated freezing soil, Cold Reg. Sci. Technol., 35, 73, 10.1016/S0165-232X(02)00029-0 Ma, 2002, Analyses of strength and deformation of an artificially frozen soil wall in underground engineering, Cold Reg. Sci. Technol., 34, 11, 10.1016/S0165-232X(01)00042-8 Nishimura, 2009, THM-coupled finite element analysis of frozen soil: formulation and application, Geotechnique, 59, 159, 10.1680/geot.2009.59.3.159 Perzyna, 1963, The constitutive equations for rate sensitive plastic materials, Q. Appl. Math., 20, 321, 10.1090/qam/144536 Rist, 1994, Ice triaxial deformation and fracture, J. Glaciol., 40, 305, 10.1017/S0022143000007395 Sayles, 1973, Triaxial and creep tests on frozen Ottawa sand, 384 Sayles, F.H., Haines, D., 1974. Creep of Frozen Silt and Clay. USACRREL Tech. Rep. 252. Schmall, 2007, Ground freezing—a viable and versatile construction technique, 29 Schofield, 1968 Smith, 1988, Measurement of the unfrozen water content of soils: a comparison of NMR (Nuclear Magnetic Resonance) and TDR (Time Domain Reflectometry) methods, 473 Šuklje, L., 1957. The analysis of the consolidation process by the isotache method. In: Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering, London. pp. 200–206. Ting, 1983, Mechanisms of strength for frozen sand, J. Geotech. Eng., 109, 1286, 10.1061/(ASCE)0733-9410(1983)109:10(1286) Tsutsumi, 2012, Combined effects of strain rate and temperature on consolidation behavior of clayey soils, Soils Found., 52, 207, 10.1016/j.sandf.2012.02.001 Viggiani, 2015, Laboratory X-ray tomography: a valuable experimental tool for revealing processes in soils, Geotech. Test. J., 38, 61 Viggiani, G., Casini, F., 2015. Artificial ground freezing: from applications and case studies to fundamental research. In: Proceedings of the XVI ECSMGE: Geotechnical Engineering for Infrastructure and Development, pp. 65–92. Wang, 2004, Analyses of behavior of stress–strain of frozen Lanzhou loess subjected to K0 consolidation, Cold Reg. Sci. Technol., 40, 19, 10.1016/j.coldregions.2004.03.002 Wang, 2008, Study on strength of artificially frozen soils in deep alluvium, Tunn. Undergr. Space Technol., 23, 381, 10.1016/j.tust.2007.06.010 Wang, 2015, Mechanical behavior of frozen clay under constant-and varying-temperature and strain rate shear, Jpn. Geotech. Soc. Spec. Publ., 1, 6 Watanabe, 2009, Measurement of unfrozen water content and relative permittivity of frozen unsaturated soil using NMR and TDR, Cold Reg. Sci. Technol., 59, 34, 10.1016/j.coldregions.2009.05.011 Williams, 1964, Unfrozen water content of frozen soils and soil moisture suction, Geotechnique, 14, 231, 10.1680/geot.1964.14.3.231 Wood, 1990 Yamamoto, 2014, Axial compression stress path tests on artificial frozen soil samples in a triaxial device at temperatures just below 0C, Can. Geotech. J., 51, 1178, 10.1139/cgj-2013-0257 Yang, 2015, Mechanical properties of seasonally frozen and permafrost soils at high strain rate, Cold Reg. Sci. Technol., 113, 12, 10.1016/j.coldregions.2015.02.008 Zhang, 2012, Experimental study on uniaxial compressive strength of reservoir ice, Trans. Tianjin Univ., 18, 112, 10.1007/s12209-012-1631-y Zhou, 2012, Intermittent freezing mode to reduce frost heave in freezing soils—experiments and mechanism analysis, Can. Geotech. J., 49, 686, 10.1139/t2012-028 Zhu, 1984, Uniaxial compressive strength of frozen silt under constant deformation rates, Cold Reg. Sci. Technol., 9, 3, 10.1016/0165-232X(84)90043-0