共 22 条
- [1] Temperature effect and the concept of effective void ratio. HabibagahiK. IndianGeotechnicalJournal . 1977
- [2] A formulation of fully coupled thermal-hydraulic-mechanical behavior of saturated porous media, numerical approach. GatmiriB,DelageP. InternationalJournal forNumerical andAnalyticalMethods inGeomechanics . 1997
- [3] A thermomechanical model for saturated clays. CuiY J,SultanN,DelageP. CanadianGeotechnicalJournal . 2000
- [4] Thermoplasticity of saturated clays and shales: constitutive equations. HueckellT,BorsettoM. Journal of Geotechnical Engineering . 1990
- [5] Soil volume change induced by temperature cycling. DemarsK R,CharlesR D. CanadianGeotechnicalJournal . 1982
- [6] Thermoplasticity of saturated clays: experimental constitutive study. HueckellT,BaldiG. Journal of Geotechnical Engineering . 1990
- [7] Measurement of soil thermal resistivity. MitchellJ K,KaoT C. Journal of theGeotechnicalEngineeringDivision,ASCE . 1978
- [8] Thermal volume changes of mineral-water system in low porosity clay soils. BaldiG,HueckelT,Pellegrini. CanadianOeotechnicalJournal . 1988
- [9] A thermo-viscoplastic constitutive model for clays. ModaressiH,LalouiL. InternationalJournal forNumerical andAnalyticalMethods inGeomechanics . 1997
- [10] Temperature effects on consolidation properties of sulphide clays. ErikssonL G. Proc.12thICSMFE . 1989