A copy of this work was available on the public web and has been preserved in the Wayback Machine. The capture dates from 2020; you can also visit the original URL.
The file type is application/pdf
.
Dynamic Analysis of Metro Train-Monolithic Bed Track System under Tunnel Differential Settlement
2020
Shock and Vibration
The metro tunnel lines built in a soft soil area may suffer from tunnel differential settlement due to the high compressibility of soft soil, the engineering constructions nearby tunnel lines, and the cyclic load of metro trains. In this paper, a dynamic coupling model for a metro train-monolithic bed track system under tunnel differential settlement is established. A cosine function is introduced to simulate a real settlement curve measured from a metro tunnel in southern China, and the
doi:10.1155/2020/5632180
fatcat:g353psnxvnb7xiua7nk4rqbamy