Analysis of Damage Mechanism of Tunnel Lining Structure under the Coupling Action of Active Fault

Analysis of Damage Mechanism of Tunnel Lining Structure under the Coupling Action of Active Fault

To reveal the failure mechanism of tunnel structure under active fault movement, based on the pseudostatic elastoplastic finite element method, the failure modes of the tunnel lining are studied under different movement ratios of strike-slip faults and thrust faults with 45° dip angle by using numer...

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Bibliographic Details
Main Authors:	Guotao Yang, Sujian Ma, Liang Zhang, Xinrong Tan, Rui Tang, Yang Liu
Format:	Article
Language:	English
Published:	Hindawi Limited 2021-01-01
Series:	Advances in Civil Engineering
Online Access:	http://dx.doi.org/10.1155/2021/9997924

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