Modelling the Environmental Effects of Railway Vibrations from Different Types of Rolling Stock: A Numerical Study

Table 4

Mévergnies site (Belgium)—half-space configuration.

129 MPa	1600 kg/m^3	0.3	330 m/s	177 m/s	0.0004 s
380 kg	680 kNs/m	72 MN/m	−155 kNs/m		160 MN/m