Internal Forces Arising in the Segmental Lining of an Earth Pressure Balance-Bored Tunnel-Reference-Cited by-同舟云学术

Internal Forces Arising in the Segmental Lining of an Earth Pressure Balance-Bored Tunnel

Published:2013-10 Issue:10 Volume:139 Page:1765-1780
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bilotta Emilio¹,Russo Gianpiero²

Affiliation:

1. Assistant Professor, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Napoli Federico II, via Claudio 21, ed. C8/A, 80125 Naples, Italy (corresponding author).

2. Associate Professor, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Napoli Federico II, via Claudio 21, ed. C8/A, 80125 Naples, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000906

Reference28 articles.

1. Monitoring pilot projects using bored tunnelling: the Second Heinenoord Tunnel and the Botlek Rail Tunnel

2. Bakker K. J. van den Berg P. and Rots J. (1997). “Monitoring soft soil tunneling in Netherlands: An inventory of design aspects.” Proc. XIV Int. Conf. on Soil Mechanics and Foundation Engineering Taylor & Francis London 1485–1488.

3. Bilotta E. and Russo G. (2012). “Ground movements induced by tunnel boring in Naples.” Proc. 7th Int. Symp. on the Geotechnical Aspects of Underground Construction in Soft Ground CRC Press London 979–986.

4. Bilotta E. Russo G. and Viggiani C. (2005). “Ground movements and lining strains during an underground tunnel construction in cohesionless soil in Naples.” Proc. Int. Geotechnical Conf. on Soil-Structure Interaction: Calculation Methods and Engineering Practice V. M. Ulitsky ed. Vol. 1 ASV Moscow 59–64.

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