Research Article

A Study on Adiabatic Temperature Rise Test and Temperature Stress Simulation of Rock-Fill Concrete

Table 4

Comparison between the test and calculation values of adiabatic temperature rise.

Rock-fill ratio
(%)
The usage of SCC per unit volume
(m3)
The test value
(°C)
Interim
parameter
Arithmetic
mean
The theoretical calculation value
(°C)
Deviation
(°C)

420.5819.110.51600.541518.860.25
490.5117.320.536617.270.05
550.4515.450.571915.800.35