Communications - Scientific Letters of the University of Zilina 2022, 24(1):D9-D22 | DOI: 10.26552/com.C.2022.1.D9-D22

The Stress-Strain State of the Tunnel Lining That Crosses the Fault Zone of Soil Blocks during an Earthquake

Mark R. Miller1, Evgeniy Y. Titov2, Sergey S. Kharitonov2, Yong Fang ORCID...1
1 Department of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, China
2 Department of Bridges and Tunnels, Russian University of Transport (MIIT), Moscow, Russia

The study examines the question of the tunnel behavior under seismic or geophysical load in the zone of changes in the hardness of the surrounding soil mass. In the course of the study, the internal forces and displacements arising in the structure of a tunnel in the zone of intersection of the boundaries of soil layers with different properties, in the case when these layers move relative to each other, were determined by analytical and numerical solutions. The data obtained by the analytical method was compared to numerical models using practical examples.

Keywords: transport tunnels, beam on an elastic foundation, finite elements, tunnel damage, earthquake

Received: January 17, 2021; Accepted: March 31, 2021; Prepublished online: October 22, 2021; Published: January 1, 2022  Show citation

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Miller, M.R., Titov, E.Y., Kharitonov, S.S., & Fang, Y. (2022). The Stress-Strain State of the Tunnel Lining That Crosses the Fault Zone of Soil Blocks during an Earthquake. Communications - Scientific Letters of the University of Zilina, 24(1), D9-22. doi: 10.26552/com.C.2022.1.D9-D22
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