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Abstract
Advancements in Civil Engineering & Technology
Stress-strain State of Orthogonally Intersecting Shells and Surrounding Soil Considering Construction Stage Analysis
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Open or CloseMiller Mark1*, Fang Yong1, Akulich Vladimir2, Kositsyn Sergey2, Kharitonov
Sergey3 and Noskov Ivan1
1Key laboratory of Transportation Tunnel Engineering of Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, China
2Department of Theoretical Mechanics, School of Railway Track, Structure and Construction, Russian University of Transport (RUT MIIT), Russia
3Department of Bridges and Tunnels, School of Railway Track, Structure and Construction, Russian University of Transport (RUT MIIT), Russia
*Corresponding author:Miller Mark, Key laboratory of Transportation Tunnel Engineering of Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu, China
Submission: May 26, 2025;Published: June 20, 2025
ISSN : 2639-0574Volume6 Issue 5
Abstract
The paper presents a numerical analysis of the effect of taking into account the stages of construction on the stress-strain state of a tee joint interacting with a soil array. The study of such systems is in demand by modern practice. For example, during the construction of the subway, there is always a need for tunnel connection structures that ensure the functioning of the main tunnels and stations. Calculated cases with a different number of stages of construction (0, 1, 2, 4, 8 and 40) tee connection have been compiled and the results were obtained. It is established that the correct accounting of successive stages of construction plays a key role in correct determining the stress-strain state of the shell-ground systems.
Keywords:Tunnel; Cylindrical shell; Finite element method; Stress-strain state; Surface settlement
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