Temperature Control and Crack Prevention Measures for Concrete Ship Locks Subjected to Prolonged Casting Interruptions

Table 1

Basic computational parameters of the concrete.

Adiabatic temperature rise (°C)	Elastic modulus (GPa)	Volume weight (ton/m^3)	Linear expansion coefficient (10^−6/°C)	Poisson’s ratio
T = 48.78 (t − 0.30)/(t + 0.0683)	E = 44.8 × (1 − exp(−0.5 t^0.6))	2.45	0.874	0.167