Numerical Assessment of the Structural Damage of a Composite Lining Water Conveyance Tunnel Subjected to Reverse Fault Conditions

In this paper, the structural responses and failure characteristics of a new type of water conveyance tunnel lining structure subjected to reverse fault conditions were numerically investigated by considering multiple loads and interaction separation modes between different structural layers. This s...

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Bibliographic Details
Main Authors: Xinwei Shi, Xin Feng
Format: Article
Language:English
Published: MDPI AG 2022-10-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/12/10/1647