Studying the Three Dimensional Excavation Effect Affecting the Monitoring Displacement of Metro Station

Abstract:

In tunnel construction process, Because monitoring points setting always get behind with tunnel heading and occurred space effect which induces displacement loss and affects the monitoring accuracy. Studying tunnel space affect has important meaning to the monitoring data analysis. The paper takes Dalian Metro Station as research back ground, adopted three dimensional elastic-plastic numerical test method and carried out the excavation process simulation. Studied the convergence displacement and sedimentation displacement variation regulation along with the distance to tunnel heading face. The simulation results state that the nearer to the tunnel heading, the displacements of surrounding rock are smaller. Analyzed the ratio of displacement loss induced by space effect and amended the monitoring displacements of Dalian Metro Station.

• Periodical: Advanced Materials Research (Volumes 594-597)
• Pages: 1285-1289
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.594-597.1285
• Online since: November 2012
• Authors: Zhan Ping Song, Jing Liu, An Nan Jiang
• Keywords: Displacement Loss Ratio, Heading Face, Monitoring, Surrounding Rock, Tunnel

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