The Mechanical Performance of Shear Key of Immersed Tube Tunnel with Differential Foundation Settlement
Joint Authors
Weng, Xiaolin
Ma, Haohao
Feng, Ying
Source
Issue
Vol. 2016, Issue 2016 (31 Dec. 2016), pp.1-9, 9 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2015-12-21
Country of Publication
Egypt
No. of Pages
9
Main Subjects
Abstract EN
A fiber Bragg grating (FBG) based sensor network was developed to monitor the strain distributions within immersed tube tunnel shear key, which was subjected to differential settlements.
An improved packaging and installation method of the quasi-distributed sensor system was utilized, which not only ensured a high sensor survival rate but also achieved accurate measurement of axial strains.
Based on the monitoring results, the stress variations of shear keys of the immersed tunnel joint, which originate from the buckling caused by the longitudinal differential siltation at seabed and the surface defects, were analyzed in detail.
American Psychological Association (APA)
Weng, Xiaolin& Feng, Ying& Ma, Haohao. 2015. The Mechanical Performance of Shear Key of Immersed Tube Tunnel with Differential Foundation Settlement. Journal of Sensors،Vol. 2016, no. 2016, pp.1-9.
https://search.emarefa.net/detail/BIM-1110400
Modern Language Association (MLA)
Weng, Xiaolin…[et al.]. The Mechanical Performance of Shear Key of Immersed Tube Tunnel with Differential Foundation Settlement. Journal of Sensors No. 2016 (2016), pp.1-9.
https://search.emarefa.net/detail/BIM-1110400
American Medical Association (AMA)
Weng, Xiaolin& Feng, Ying& Ma, Haohao. The Mechanical Performance of Shear Key of Immersed Tube Tunnel with Differential Foundation Settlement. Journal of Sensors. 2015. Vol. 2016, no. 2016, pp.1-9.
https://search.emarefa.net/detail/BIM-1110400
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1110400
