Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling-Reference-Cited by-同舟云学术

Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling

Published:2021-12 Issue:12 Volume:147 Page:04021145
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Franza Andrea¹^ORCID,Viggiani Giulia M. B.²^ORCID

Affiliation:

1. Research Fellow, Dept. of Civil and Architectural Engineering, Aarhus Univ., Inge Lehmanns Gade 10, Aarhus 8000, Denmark (corresponding author). ORCID: .

2. Professor of Infrastructure Geotechnics, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge, UK CB2 1PZ. ORCID:

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.1943-5606.0002672

Reference30 articles.

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3. Cording E. J. and W. H. Hansmire. 1975. “Displacement around soft ground tunnels general report: Session IV tunnels in soil.” In Proc. 5th Panam Conf. Soil Mechanics Foundation Engineering 571–632. New York: Soil Mechanics and Foundation Engineering.

4. Effect of building stiffness on tunnelling-induced ground movement

5. 3D numerical investigation on the interaction between mechanized twin tunnels in soft ground

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