Shock and Vibration / 2017 / Article / Tab 2

Research Article

Field Testing and Analysis of Embankment Vibrations Induced by Heavy Haul Trains

Table 2

Site attenuation parameter.

SiteHeightVertical directionHorizontal direction

Site 16.6 m−1.220.7090.948−0.4371.5160.868
Site 38.1 m−1.0830.7580.918−0.2964.7710.881
Site 211.9 m−0.7451.2650.915−0.1892.1360.911