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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Published in | Tunnelling and underground space technology Vol. 91; p. 103014 |
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Main Authors | , , , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.09.2019
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Subjects | |
Online Access | Get full text |
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