The value of the limit temperature gradient Δtl follows for the center of a longitudinal edge (plain concrete pavement) from equalizing the equations 21 and 22a and for the center of a transverse edge or transverse crack
The value of the limit temperature gradient Δtl follows for the center of alongitudinal edge (plain concrete pavement) from equalizing the equations 21and 22a and for the center of a transverse edge or transverse crack