Study on Stability of Loess Tunnel Based on Three-Dimensional Numerical Simulation in Different Excavation Length of Invert

Abstract:

The 3D finite element simulation was adopted to study the globality stability of tunnel caused by the different excavation length of invert. Kelan-Linxian highway loess tunnels were taken as an example. The research results are shown as follows: The vertical displacement and horizontal convergence increased by the increasing of the excavation length of the invert. But the latter increase range is larger than the former. The horizontal convergence in sidewall is convergence value is greater than the level of the arch and the corner, the horizontal displacement primarily occurred in the side wall position. The surrounding rocks maximum plastic strain occurred in side wall and corner wall in 4 working conditions. The plastic zone occurred around from arch corner to wall side. In Tab. 4, the maximum plastic strain is increased by the excavation length of inverts increasing.

• Periodical: Applied Mechanics and Materials (Volumes 405-408)
• Pages: 1259-1263
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.405-408.1259
• Online since: September 2013
• Authors: Zhi Jie Sun*, Jun Min Shen, Xiao Hui Xue, Zhong Ming Su
• Keywords: Displacement, Loess tunnel, Numerical Simulation, Nvert Excavation Length, Plastic Zone, Stability

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