Research Article

Adiabatic Temperature Rise Test of Cemented Sand and Gravel (CSG) and Its Application to Temperature Stress Prediction of CSG Dam

Table 5

The thermodynamic parameters of CSG dam and soil.

MaterialThermal conductivity λ (kJ/(m·h·°C))Specific heat c (kJ/(kg·°C))Thermal conductivity coefficient a (m2/h)Parameter coefficient of linear expansion α (1/°C)Density ρ (kg/m3)

Foundation4.051.570.00200.76 × 10−51802.8
CSG7.3750.990.00160.56 × 10−52360