Vibration responses of the metro station induced by various train operations under unilateral deep excavation

Author:

Zhou FeicongORCID,Fan Wenhao,Lin Jiayong,Zhou PingORCID,Chen Mao,Wang Zhijie

Funder

Fundamental Research Funds for the Central Universities

National Natural Science Foundation of China

China Academy of Space Technology

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference48 articles.

1. Research on deformation theory of existing stations based on single side excavation and unloading of large foundation pits with strong close connection;Wang;Chin J Rock Mech Eng,2020

2. Failure prediction method of the anchor cables in the metro stations under unilateral deep excavation;Zhou;Eng Fail Anal,2022

3. Deformation characteristics and failure evolution process of the existing metro station under unilateral deep excavation;Zhou;Eng Fail Anal,2022

4. Probabilistic analysis of environmental vibrations induced by high-speed trains;Cao;Soil Dyn Earthq Eng,2020

5. Vibrations due to a test train at variable speeds in a deep bored tunnel embedded in London clay;Degrande;J Sound Vib,2006

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