Study in the Structural Behavior of Precast Lining of a Large Diameter Multifunctional Tunnel Performed by Means of Finite Elements Analysis with Respect to Saint-Petersburg Geological Conditions

• Main Authors: Ledyaev A. P., Kavkazsky V. N., Ivanes T. V., Benin A. V.
• Format: Article
• Language: English
• Published: Sciendo 2019-12-01
• Series: Civil and Environmental Engineering
• Subjects: transport tunnel; finite elements analysis; stress-strain behavior of the lining
• Online Access: https://doi.org/10.2478/cee-2019-0012

The tunneling technologies are constantly evolving, with the large diameter multifunctional city tunnels becoming more and more common. By building tunnels of large diameters in urban areas one can rationally distribute traffic flows within the unified space and combine various modes of transport. However, such scalable transport construction projects imply a serious pressure both on social aspects of the big cities life and on the city environment. So, in order to make a decision one needs to perform a comprehensive analysis. The authors have analyzed the foreign experience in large diameter tunneling to assess whether it is viable to use these kinds of structures under the geological conditions of St. Petersburg.