Monitoring Data Analysis of Dalian Subway Tunnel and Inversion of Rock Parameters

Abstract:

The finite element method combines with differential evolution algorithm to develop the displacement back analysis program. For the field excavation of Dalian subway tunnel, the ground subsidence, crown settlement and convergence displacement are monitoring measurement, then data fitting and regression analysis; Using the independent development program and monitoring data to back analysis so that we can address rock mechanics parameters are not accurate "bottleneck"; According to the inversion parameters, the forward analysis of the finite element numerical simulation, to form a comprehensive monitoring and information feedback system based on the field monitoring - displacement back analysis - being analyzed - field monitoring. The results show that the mechanical parameters of displacement back analysis program are very close to the project survey, while the monitoring and information feedback system has an important theoretical and practical value for safety of surrounding rock and stability of construction process.

• Periodical: Advanced Materials Research (Volumes 301-303)
• Pages: 559-563
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.301-303.559
• Online since: July 2011
• Authors: Liang Yong Wan, Jun Xiang Wang, An Nan Jiang, Zhan Ping Song
• Keywords: Differential Evolution (DE) Algorithm, Displacement Back Analysis, Monitoring Measurement, Subway Tunnel

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