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Retracted

At the request of the authors, this article has been retracted. The authors found that there was an error in the method used for the data processing as temperature change was not considered, and the results were inconsistent with those in the thesis of Bin ShengLin, who was acknowledged in the article. Thus, the accuracy of the reported data and the conclusions of this article are not reliable.

View the full Retraction here.

References

  1. X. Weng, Y. Feng, and Y. Lou, “The mechanical performance of shear key of immersed tube tunnel with differential foundation settlement,” Journal of Sensors, vol. 2016, Article ID 2841753, 9 pages, 2016.
  2. B. ShengLin, The experimental study and theoretical analysis on mechanical behavior of immersed tube tunnel section joint [M.S. thesis], Chang’an University, 2013.
Journal of Sensors
Volume 2016, Article ID 2841753, 9 pages
http://dx.doi.org/10.1155/2016/2841753
Research Article

The Mechanical Performance of Shear Key of Immersed Tube Tunnel with Differential Foundation Settlement

Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an University, Xi’an 710064, China

Received 18 April 2015; Revised 12 August 2015; Accepted 4 October 2015

Academic Editor: Francesco Baldini

Copyright © 2016 Xiaolin Weng et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

How to Cite this Article

Xiaolin Weng, Ying Feng, and Yuanpeng Lou, “The Mechanical Performance of Shear Key of Immersed Tube Tunnel with Differential Foundation Settlement,” Journal of Sensors, vol. 2016, Article ID 2841753, 9 pages, 2016. https://doi.org/10.1155/2016/2841753.