Mitigation of Ground Vibration due to Collapse of a Large-Scale Cooling Tower with Novel Application of Materials as Cushions

Table 3

Soil parameters.

Parameter	Value
Density (g/mm^3)	2.5 × 10^−3
Dynamic shear modulus (MPa)	5150
Poisson’s ratio	0.33
Internal friction angle (rad)	0.64
Cohesion (MPa)	1.64
Damping ratio (%)	1.50