Research Article
A Study on Adiabatic Temperature Rise Test and Temperature Stress Simulation of Rock-Fill Concrete
Table 7
The thermodynamic parameters of concrete materials for dam.
| | Material | Parameter | Thermal
conductivity
/kJ•(m•h•°C)−1 | Specific
heat
/kJ•(kg•°C)−1 | Coefficient of linear
expansion
/10−6•°C−1 | Adiabatic
temperature rise
/°C | Elastic
modulus
/GPa |
| Cushion
concrete | 7.000 | 0.9970 | 6.51 | | | Anti-seepage
concrete | 7.000 | 0.9971 | 6.74 | | | Overflow
concrete | 7.125 | 1.0021 | 6.96 | | | Rock-fill
concrete | 7.917 | 1.0018 | 7.18 | | |
|
|
