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

Author:

Ledyaev A. P.1,Kavkazsky V. N.1,Ivanes T. V.1,Benin A. V.1

Affiliation:

1. Emperor Alexander I St. Petersburg State Transport University , 9, Moskovsky ave., St. Petersburg , 190031 , Russia .

Abstract

Abstract 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.

Publisher

Walter de Gruyter GmbH

Subject

Civil and Structural Engineering,Environmental Engineering

Reference8 articles.

1. [1] www.herrenknecht.com

2. [2] www.AlaskanWayViaduct.org

3. [3] www.tunneltalk.com

4. [4] LEDYAEV, A. P. - GOLITSYNSKY, D. M. – KAVKAZSKY, V. N.: General issues of transport tunnels design and construction: A study guide (In Russian). PGUPS, Saint Petersburg, 2017, 72 p.

5. [5] LEDYAEV, A. P. - KAVKAZSKY, V. N. - KREER, R. O.: Peculiarities of tunnel design on high-speed railways (In Russian). Ural’s Transport, 4 (47), 2015.

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