RETRACTED: Comparative Analysis of Tunnel Seepage Field under Different Waterproof and Drainage System Using Analytical Methods

Serges Mendomo Meye^1,2*, Zhenzhong Shen^1,2

¹State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China.
²College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing, China.

DOI: 10.4236/eng.2020.126030                

Abstract

Short Retraction Notice

The paper does not meet the standards of "Engineering".

This article has been retracted to straighten the academic record. In making this decision the Editorial Board follows COPE's Retraction Guidelines. The aim is to promote the circulation of scientific research by offering an ideal research publication platform with due consideration of internationally accepted standards on publication ethics. The Editorial Board would like to extend its sincere apologies for any inconvenience this retraction may have caused.

Editor guiding this retraction: Prof. David L. Carroll (EiC of ENG)

The full retraction notice in PDF is preceding the original paper, which is marked "RETRACTED".

Keywords

Seepage Field, Waterproof, Analytical Solutions, Tunnel, Controlled Drainage

Conflicts of Interest

The authors declare no conflicts of interest regarding the publication of this paper.

References

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[2]	Goodman, R.E., et al. (1964) Ground Water Inflows during Tunnels Driving. College of Engineering, University of California, California.
[3]	Bouvard, M. and Pinto, N. (1969) Amenagement Capivari-Cachoeira: Etude Dupuits en Charge. La Houille Blanche, No. 7, 747-760. https://doi.org/10.1051/lhb/1969059
[4]	Rat, M. (1973) Ecoulement et repartition des pressions interstitielles autour des tunnels. Bull Liaison Lab Ponts Chaussee.
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[9]	Ming, H.F., et al. (2010) Analytical Solutions for Steady Seepage into an Underwater Circular Tunnel. Tunnelling and Underground Space Technology, 25, 391-396. https://doi.org/10.1016/j.tust.2010.02.002