Numerical Analysis of Ground Motion Effects in the Loess Regions of Western China

Table 2

Soil mechanics parameters of the finite element model.

Lithology	Thickness; (m)	Density; (kN·m^−3)	Elasticity modulus; (MPa)	Poisson ratio	Cohesion; (kPa)	Frictional angle; (°)
Loess	60	16~19	140~350	0.35	32~46	18
Bedrock	10	23	1200	0.2	120	34