Study on the Mechanical Response Mechanism and Damage Behavior of a Tunnel Lining Structure under Reverse Fault Dislocation

In this paper, the mechanical response mechanism and damage behavior of a railway tunnel lining structure under reverse fault dislocation were studied. The damage behavior of railway tunnel linings under reverse fault dislocation was validated by undertaking laboratory tests and three-dimensional nu...

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Bibliographic Details

Published in:	Buildings
Main Authors:	Huifeng Su, Zhongxiao Zhao, Kun Meng, Shuo Zhao
Format:	Article
Language:	English
Published:	MDPI AG 2022-09-01
Subjects:	reverse fault dislocation railway tunnel model test numerical simulation lining response
Online Access:	https://www.mdpi.com/2075-5309/12/10/1521