A vehicle-track-tunnel-soil model for evaluating the dynamic response of a double-line metro tunnel in a poroelastic half-space-Reference-Cited by-同舟云学术

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A vehicle-track-tunnel-soil model for evaluating the dynamic response of a double-line metro tunnel in a poroelastic half-space

Published:2018-09 Issue: Volume:101 Page:245-263
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Di Honggui,Zhou Shunhua,Luo Zhe,He Chao,Xiao Junhua,Li Xue

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference48 articles.

1. Prediction of railway-induced ground vibrations in tunnels;Lai;J Vib Acoust,2005

2. Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai;Shen;Tunn Undergr Space Technol,2014

3. Investigation of the long-term settlement of a cut-and-cover metro tunnel in a soft deposit;Di;Eng Geol,2016

4. Effects of principal stress rotation on the cumulative deformation of normally consolidated soft clay under subway traffic loading;Xiao;J Geotech Geoenviron Eng,2014

5. Flattening of jointed shield-driven tunnel induced by longitudinal differential settlements;Huang;Tunn Undergr Space Technol,2012

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