Research Article

Effects of Oblique Incidence of SV Waves on Nonlinear Seismic Response of a Lined Arched Tunnel

Table 1

Geomechanical properties of the materials used in the numerical solutions.

MaterialDensity (kg/m3)Elastic modulus (GPa)Poisson’s ratioFriction angle (°)Cohesion (MPa)Tensile strength (MPa)Compressive strength (MPa)

Rock2.7590.27421.051.335
Concrete2.5250.167461.301.216.7