Abstract

Train-induced vibration is considered to be one of the factors that cause the spalling of tunnel concrete lining. This paper presents and discusses the train- induced vibrations measured near a track and on a side wall and upper slab of a subway open-cut tunnel. At the same time, simulation by 2-D FEM analysis is conducted to simulate the propagation of vibration. The analytical results are found to have the similar tendency to the measurement data.

Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call