Use of a Line of Piles to Prevent Damages Induced by Tunnel Excavation-Reference-Cited by-同舟云学术

Use of a Line of Piles to Prevent Damages Induced by Tunnel Excavation

Published:2011-03 Issue:3 Volume:137 Page:254-262
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bilotta Emilio¹²,Russo Gianpiero¹²

Affiliation:

1. Assistant Professor, Department of Hydraulic, Geotechnical and Environmental Engineering, Univ. of Napoli Federico II, Via Claudio 21, 80125 Napoli, Italy.

2. Ph.D., Associate Professor, Department of Hydraulic, Geotechnical and Environmental Engineering, Univ. of Napoli Federico II (Italy), Via Claudio 21, 80125 Napoli, 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.1943-5606.0000426

Reference32 articles.

1. Bilotta E. (2004). “Diaphragm walls to mitigate ground movements induced by tunneling. Experimental and numerical analysis.” Ph.D. thesis Universities of Roma La Sapienza and Napoli Federico II Italy.

2. Use of diaphragm walls to mitigate ground movements induced by tunnelling

3. Prediction of stresses and strains around model tunnels with adjacent embedded walls in overconsolidated clay

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