Seismic Performance Evaluation and Analysis of Major Arch Dams Considering Material and Joint Nonlinearity Effects

Table 1

Material properties of mass concrete and foundation rock.

Material properties	Mass concrete							Soil
	Isotropic elasticity	Poisson’s ratio	Density	Thermal expansion coefficient	Grouting temperature	Uniaxial tensile strength	Compressive strength	Isotropic elasticity (saturated)	Isotropic elasticity (unsaturated)	Poisson’s ratio
Static properties	40 GPa	0.2	2400 kg/m^3	6𝐸−006 1/°C	23°C	35 MPa	3.4 MPa	13 GPa	15 GPa	0.25
Dynamic properties	46 GPa	0.14	2400 kg/m^3	6𝐸−006; 1/°C	23°C	36.5 MPa	5.1 MPa	13 GPa	15 GPa	0.25