Optimal Selection of Earthquake Resisting Schemes for Jakarta-Bandung High-Speed Railway

Table 3

Stiffness values of the soil springs.

K x	(kN/m)	5.53·10^6
K y	(kN/m)	6.09·10^6
K z	(kN/m)	6.07·10^7
K rx	(kN m/rad)	7.84·10^8
K ry	(kN m/rad)	5.29·10^8
K rz	(kN m/rad)	1.00·10^12