Effect of Stress Level on Response of Model Monopile to Cyclic Lateral Loading in Sand-Reference-Cited by-同舟云学术

Effect of Stress Level on Response of Model Monopile to Cyclic Lateral Loading in Sand

Published:2021-03 Issue:3 Volume:147 Page:04021002
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Richards I. A.¹,Bransby M. F.²^ORCID,Byrne B. W.³,Gaudin C.⁴,Houlsby G. T.⁵

Affiliation:

1. Geotechnical Engineer, Wood Thilsted Partners Ltd., 1st Floor, 91–94 Lower Marsh, London SE1 7AB, UK; formerly, D.Phil. Candidate, Dept. of Engineering Science, Oxford Univ., London SE17 3QY, UK (corresponding author).

2. Professor, Centre for Offshore Foundation Systems, Oceans Graduate School, Univ. of Western Australia, Perth, WA 6009, Australia. ORCID:

3. Professor, Dept. of Engineering Science, Oxford Univ., Parks Rd., Oxford OX1 3JP, UK

4. Professor, Centre for Offshore Foundation Systems, Oceans Graduate School, Univ. of Western Australia, Perth, WA 6009, Australia.

5. Professor Emeritus, Dept. of Engineering Science, Oxford Univ., Parks Rd., Oxford OX1 3JP, UK

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.1943-5606.0002447

Reference44 articles.

1. Abadie C. N. 2015. “Cyclic lateral loading of monopile foundations in cohesionless soils.” D.Phil. thesis Dept. of Engineering Science Univ. of Oxford.

2. Rigid pile response to cyclic lateral loading: laboratory tests

3. 1 g Model Tests on the Displacement Accumulation of Large-Diameter Piles Under Cyclic Lateral Loading

4. Model Studies on Monopile Behavior under Long-Term Repeated Lateral Loading

5. Beuckelaers W. J. A. P. 2017. “Numerical modelling of laterally loaded piles for offshore wind turbines.” D.Phil. thesis Dept. of Engineering Science Univ. of Oxford.

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