Stress-Strain State of a Cylindrical Shell of a Tunnel Using Construction Stage Analysis
Stress-Strain State of a Cylindrical Shell of a Tunnel Using Construction Stage Analysis
Author(s): Sergey B. Kosytsyn, Vladimir Y. AkulichSubject(s): Business Economy / Management, Transport / Logistics
Published by: Žilinská univerzita v Žilině
Keywords: construction stages; soil massif; shell; slurry shield; finite elements;
Summary/Abstract: The work is aimed at research of the stress-strain state of a cylindrical shell of a tunnel using the non-linear static analysis and construction stage analysis. Research is carried out on the example of determining the stress-strain state of the tubing (shells) of the main line tunnel, constructed using a tunnel powered complex (slurry shield). Based on obtained results, a comparative analysis of the computational models with the corresponding conclusions is presented.
Journal: Komunikácie - vedecké listy Žilinskej univerzity v Žiline
- Issue Year: 21/2019
- Issue No: 3
- Page Range: 72-76
- Page Count: 5
- Language: English
