Research Article

Study on the Influence of Cracks on the Mechanical Performance of Tunnel Lining Structure Based on Fracture Mechanics Theory

Table 3

Calculation results of stress intensity factor.

Crack depth a (cm)KI

a = 316.3Md + 1.19Nd
a = 623.9Md + 1.73Nd
a = 929.5Md + 2.83Nd
a = 1244.6Md + 6.08Nd
a = 1567.3Md + 10.7Nd
a = 1693.3Md + 12.8Nd
a = 17117.2Md + 14.7Nd
a = 18135.9Md + 17.6Nd