Centrifuge Study on the Influence of Tunnel Excavation on Piles in Sand-Reference-Cited by-同舟云学术

Centrifuge Study on the Influence of Tunnel Excavation on Piles in Sand

Published:2020-12 Issue:12 Volume:146 Page:04020129
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Song Geyang¹^ORCID,Marshall Alec M.²^ORCID

Affiliation:

1. Research Fellow, Faculty of Engineering, Univ. of Nottingham, Nottingham NG7 2RD, UK (corresponding author). ORCID: .

2. Associate Professor, Faculty of Engineering, Univ. of Nottingham, Nottingham NG7 2RD, UK. 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.1943-5606.0002401

Reference40 articles.

1. The strength and dilatancy of sands

2. Boulon M. and P. Foray. 1986. “Physical and numerical simulation of lateral shaft friction along offshore piles in sand.” In Proc. 3rd Int. Conf. on Numerical Methods in Offshore Piling 127–147. Paris: Editions Technip.

3. Bruno D. 1999. “Dynamic and static load testing of driven piles in sand.” Ph.D. thesis Centre for Offshore Foundation Systems Univ. of Western Australia.

4. Correia R. S. W. James A. M. Marshall C. M. Heron and S. Korposh. 2016. “Interrogation of fibre Bragg gratings through a fibre optic rotary joint on a geotechnical centrifuge.” In Vol. 99162B of Proc. 6th European Workshop on Optical Fibre Sensors (EWOFS’2016) 1–4. Limerick Ireland: International Society for Optics and Photonics.

5. Interface Load Transfer Degradation During Cyclic Loading: A Microscale Investigation

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