The material properties parameters of soil, such as density, porosity, dynamic viscosity, specific heat, compressibility, thermal conductivity, thermal expansion coefficient, and other state variables, all vary with changes in pressure and temperature, and they can all be expressed as functions of pressure and temperature.

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Thermal Consolidation Model of Saturated Clay Based on Thermoelastic Theory

  • Guangchang Yang,
  • Bing Bai

摘要

The material properties parameters of soil, such as density, porosity, dynamic viscosity, specific heat, compressibility, thermal conductivity, thermal expansion coefficient, and other state variables, all vary with changes in pressure and temperature, and they can all be expressed as functions of pressure and temperature.