Dynamic Analysis of Ground-Track System Due to Moving Source

The train track ground interaction vibration due to a speedy moving load on the track and the induced ground vibration transmission alongside are analyzed. The track is modeled with a Winkler bending beam on the ground that is modeled with stratum on rigid base. The dynamic response of the ground base under a moving load is obtained. The findings make the useful basis for predicting the case of train induced vibration.