Research Article

Experimental Study on the Mechanics Characteristics of CFRP Strengthening of Highway Tunnels at Different Damage States

Table 2

Definitions of several physical quantities used in the paper.

SymbolDefinitionUnit

Strengthening loadkPa
Cracking loadkPa
Failure load of an unstrengthened liningkPa
Failure load of a strengthened liningkPa
Stiffness of an unstrengthened lining at stage I before cracking, as shown in Figure 7kPa/mm
Stiffness of an unstrengthened lining at stage II after cracking, as shown in Figure 7kPa/mm
Stiffness of a strengthened lining at the compatible deformation stage, as shown in Figure 8kPa/mm
Stiffness of a strengthened lining at the rapid deformation stage, as shown in Figure 8kPa/mm
Vault settlement during failuremm
Sidewall convergence during failuremm