Centrifuge Modeling Study of the Response of Piled Structures to Tunneling-Reference-Cited by-同舟云学术

Centrifuge Modeling Study of the Response of Piled Structures to Tunneling

Published:2018-02 Issue:2 Volume:144 Page:04017109
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Franza Andrea¹^ORCID,Marshall Alec M.²

Affiliation:

1. Research Associate, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, U.K.; formerly, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Nottingham, University Park, Nottingham NG7 2RD, U.K. ORCID: .

2. Associate Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Nottingham, University Park, Nottingham NG7 2RD, U.K. (corresponding author).

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.1943-5606.0001751

Reference57 articles.

1. Tunnelling-induced deformation and damage on historical masonry structures

2. Effects of tunnelling on pile foundations

3. Centrifuge cone penetration tests in sand

4. Building Response to Excavation‐Induced Settlement

5. Burland J. B. Broms B. B. and De Mello V. F. B. (1977). “Behaviour of foundations and structures.” Proc. 9th Int. Conf. on Soil Mechanics and Foundations Engineering Vol. 2 Japanese Society of Soil Mechanics and Foundation Engineering Tokyo 495–546.

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