1 |
Azadi, M., Hosseini, S.M.M.M. (2010), "Analyses of the effect of seismic behavior of shallow tunnels in liquefiable grounds", Tunnelling and Underground Space Technology, 25: 543-552.
DOI
|
2 |
Auersch, L. (2005), "The excitation of ground vibration by rail traffic: theory of vehicle-tracksoil interaction and measurements on high-speed lines", Journal of Sound and Vibration, 284(1-2): 103-132.
DOI
ScienceOn
|
3 |
Finn, W.D., Martin, G.R., Byrne, P.M. (1976), "Seismic response and liquefaction of sands. Journal of the Geotechnical Engineering Division", ASCE, 102(8): 841-856.
|
4 |
Cheng, X., Xu, W., Yue, C., Du, X., Dowding, C.H. (2014), "Seismic response of fluid-structure interaction of undersea tunnel during bidirectional earthquake", Ocean Engineering, 75: 64-70.
DOI
|
5 |
Dias, D., Kastner, R. (2013), "Movements caused by the excavation of tunnels using face pressurized shields - Analysis of monitoring and numerical modeling results", Engineering Geology, 152: 17-25.
DOI
ScienceOn
|
6 |
Do, N.A., Dias, D., Oreste, P., Djeran-Maigre, I. (2014), "Three dimensional numerical simulation of a mechanized twin tunnels in soft ground", Tunnelling and Underground Space Technology, 42: 40-51.
DOI
ScienceOn
|
7 |
FLAC3D Manual, Itasca Consulting Group, Inc. 2002.
|
8 |
Guo, Y., Jin, X., Ding, J. (2006), "Parallel numerical simulation with domain decomposition for seismic response analysis of shield tunnel", Advances in Engineering Software, 37: 450-456.
DOI
|
9 |
Gupta, S., Liu, W., Degrande, G., Lombaert, G. (2008), "Prediction of vibrations induced by underground railway traffic in Beijing", Journal of Sound and Vibration. 310: 608-630.
DOI
|
10 |
Martin, G.R., Finn, W.D., Seed, H.B. (1975), "Fundamentals of Liquefaction Under Cyclic Loading", Journal of Geotechnical Engineering Division, ASCE, 101(GT5): 423-438.
|
11 |
Gupta, S., Gerghe, H.V.D., Lombaert, G., Degrande, G. (2010), "Numerical modeling of vibrations from a Thalys high speed train in the Groene Hart tunnel", Soil Dynamics and Earthquake Engineering, 30: 82-97.
DOI
|