Evaluate the Impact of Cold Wave on Face Slab Cracking Using Fuzzy Finite Element Method

Table 2

Thermal parameters.

Material	𝛾 (kg/m^3)	𝑐 (kJ/(kg · °C))	𝜆 (kJ/(m · d · °C))	𝛽 (kJ/(m^2 · d · °C))	𝛼 (10^−6/°C)
Cushion	2150	0.88	127.20	847.92	0.30
Transition	2130	0.88	148.32	988.80	0.30
Rock-fill	2080	0.74	106.08	707.28	0.85
Concrete	2395	0.98	211.92	1272.00	10.00
Base rock	2450	1.05	190.80	1272.00	5.00