Effect of longitudinal joint on train-induced vibrations from subway shield-driven tunnels in a homogeneous half-space-Reference-Cited by-同舟云学术

Effect of longitudinal joint on train-induced vibrations from subway shield-driven tunnels in a homogeneous half-space

Published:2021-05 Issue: Volume: Page:
ISSN:2046-0430
Container-title:International Journal of Transportation Science and Technology
language:en
Short-container-title:International Journal of Transportation Science and Technology

Author:

He Chao,Zhou Shunhua,Di Honggui,Zhang Xiaohui

Funder

International Cooperation and Exchange Programme

Publisher

Elsevier BV

Subject

Management, Monitoring, Policy and Law,Transportation,Automotive Engineering,Civil and Structural Engineering

Reference34 articles.

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3. Assessing the damaging effects of railway dynamic wheel loads on railway foundations;Burrow;Transport. Res. Rec.,2017

4. A numerical model for ground-borne vibrations from underground railway traffic based on a periodic finite element–boundary element formulation;Degrande;J. Sound Vib.,2006

5. A three-dimensional tunnel model for calculation of train-induced ground vibration;Forrest;J. Sound Vib.,2006

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