Temperature and Temperature Stress Analysis in Mass Concrete under Cold Environments of Strong Wind and Large Diurnal Temperature Range

Table 3

Parameters were used in the solution of the theoretical model.

Parameter	Value range	Value
(kg m^-3)	(2.44-2.50) ×10^3	2.44×10^3
(kJ m^-1 s^-1 °C^-1)	8.39-12.56	9.02
(—)	0.95-1.00	0.99
(—)	1.00-1.01	1.00
(—)	—	9.00×10^-2
	0.39-0.79	0.50
(N m^-3)	(1.00-1.50) ×10^9	1.50×10^9
(m)	>1.00	3.00×10^1
(N m^-2)	(1.78-2.64) ×10^6	2.39×10^6
(—)	1.00-1.15	1.15
(N m^-2)	(2.00-2.10) ×10^11	2.00×10^11
(m)	—	2.00×10^-2
(kJ m^-1 s^-1 °C^-1)	5.75-7.91	7.34
(kJ m^-1 s^-1 °C^-1)	(1.29-2.08) ×10^2	1.60×10^2
(kJ kg^-1 °C^-1)	0.92-1.00	0.97
(kg)	>3.30×10^3	3.44×10^3
(—)	0.29-1.89	1.28
(kJ)	(1.52-6.76) ×10^2	3.72×10^2
(—)	1.00-1.05	1.01
(N m^-2)	(2.80-3.45) ×10^10	3.25×10^10
(°C^-1)	(0.60-1.30) ×10^-5	1.00×10^-5
(°C)	6.70-7.50	6.70
(m)	>1.00	1.50
(—)	(3.24-4.00) ×10^-4	3.24×10^-4
(—)	—	0.30
(kg m^-3)	—	7.85×10^3
(m^2)	(1.13-10.17) ×10^-4	8.04×10^-4
(m^2 °C W^-1)	0.13-0.18	0.17