Field Measurement and Analysis of Vibration Response in the Metro Shield Tunnel with Straight Joint

Abstract:

Appling the M8 as the monitor objects and choosing the single-round shield tunnel with or without the steel spring floating slab and the DOT shield tunnel with straight joint as the research objects, the vertical vibration response of the track bed and the standard block in different conditions was compared. The peak vibration acceleration of two measuring points and vibration response time of the standard block in the DOT is smaller compared with the DOT and the single-round shield tunnel when a single train is through the monitoring section. Vibration response time and intensity of the DOT structure is increasing with two trains intersection. Compared to the other two shield tunnels, structural vibration response of the single-round shield tunnel is significantly decreased by the isolation effect of steel spring floating slab. For the vibration acceleration of the track bed and the standard block in the three types of shield tunnels, spectrum range is 0Hz~150Hz, and peak acceleration is in the same frequency range, which is 35Hz~70Hz. Peak vibration acceleration of the track bed is greater than that of the standard block.

• Periodical: Advanced Materials Research (Volumes 838-841)
• Pages: 1363-1369
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.838-841.1363
• Online since: November 2013
• Authors: Ming Yu Li, Yuan Cheng Guo
• Keywords: Metro Shield Tunnel, Straight Joint, Vibration

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DOI: 10.1201/9780203879986.ch119

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