Model test study of the mechanical characteristics of the lining structure for an urban deep drainage shield tunnel

In this paper, we conducted a series of model tests aimed at studying mechanical behavior of a shield tunnel structure under the combined action of external soil-water load and internal water pressure. The results show that the single segmental lining is in the state of large eccentric compression-b...

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Bibliographic Details
Published inTunnelling and underground space technology Vol. 91; p. 103014
Main Authors Guo, Rui, Zhang, Maoyi, Xie, Hongming, He, Chuan, Fang, Yong, Wang, Shimin
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.09.2019
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