Research Article

Nonlinear Seismic Response of a Hydraulic Tunnel Considering Fluid-Solid Coupling

Table 1

Geomechanical properties of the rock units and concrete used in the numerical solutions.

Rock/ConcreteDensity
(kg/m3)
Deformation
modulus(GPa)
Poisson’s
ratio
Friction angle (°)Cohesion
(MPa)
Tensile strength (MPa)

Rock2.7100.27420.81.2
Primary lining2.527.50.167401.51.25
Secondary lining2.527.50.167351.51.25
Fluid1.02.1----