Resilience Evaluation of the Existing Shield Tunnel Lining Induced by the Symmetrical Excavation of Adjacent Foundation Pit Based on Numerical Simulations

Resilience Evaluation of the Existing Shield Tunnel Lining Induced by the Symmetrical Excavation of Adjacent Foundation Pit Based on Numerical Simulations

It is very important to evaluate the structural behavior of shield tunnel lining reasonably to ensure the safe operation and maintenance of subway trains. In this paper, by virtue of the resilience theory, the resilience evaluation of the existing shield tunnel lining induced by the symmetrical exca...

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Bibliographic Details
Main Authors:	Long Jiang, Shengyue Hao
Format:	Article
Language:	English
Published:	MDPI AG 2022-01-01
Series:	Symmetry
Subjects:	shield tunnel foundation pit longitudinal deformation block symmetrical excavation structural behavior index resilience index
Online Access:	https://www.mdpi.com/2073-8994/14/2/229

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