Monitoring the Structural Response of the Liefkenshoek Rail Tunnel to Tidal Level Fluctuations-Reference-Cited by-同舟云学术

Monitoring the Structural Response of the Liefkenshoek Rail Tunnel to Tidal Level Fluctuations

Author:

Schotte Ken¹,Nuttens Timothy²,De Wulf Alain²,Van Bogaert Philippe³,De Backer Hans³

Affiliation:

1. Dept. of Civil Engineering, Ghent Univ., Technologiepark Zwijnaarde 904, B-9052 Zwijnaarde (Ghent), Belgium (corresponding author).

2. Dept. of Geography, Ghent Univ., Krijgslaan 281 (S8), B-9000 Ghent, Belgium.

3. Dept. of Civil Engineering, Ghent Univ., Technologiepark Zwijnaarde 904, B-9052 Zwijnaarde (Ghent), Belgium.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

Reference18 articles.

1. Liefkenshoek railway tunnel in Antwerp;Boxheimer S.;Tunnel,2009

2. Half way of construction of the Liefkenshoek rail tunnel;Boxheimer S.;Tunnel,2011

3. Hydrological Information Centre. (2015). “Flanders hydraulics research.” 〈http://www.waterinfo.be〉 (Jul. 13 2015).

4. The New York tunnel extension of the Pennsylvania railroad—The North river division;Jacobs C. M.;Trans. ASCE,1910

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