Behaviour of a laterally loaded rigid helical pile located on a sloping ground surface-Reference-Cited by-同舟云学术

Behaviour of a laterally loaded rigid helical pile located on a sloping ground surface

Published:2024-04-13 Issue: Volume: Page:1-20
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

T Jegadeesh Kumar¹,Rathod Deendayal¹,Sahoo Sambit Kumar¹

Affiliation:

1. Department of Civil Engineering, National Institute of Technology (NIT), Tiruchirappalli, Tamil Nadu, India

Funder

Science and Engineering Research Board SERB

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2024.2337847

Reference67 articles.

1. Abadie C. N. B. W. Byrne and G. T. Houlsby. 2017. Modelling of Monopile Response to Cyclic Lateral Loading in Sand International Conference of Offshore Site Investigation and Geotechnics (OSIG) Vol 2.

2. ABC (AB Chance). 2010. Guide to Model Specification CHANCE® Civil Construction: Helical Piles for Structural Support. Bulletin 01-0303. Shelton, CT: Hubbell.

3. Abdel Rahman, K., and M. Achmus. 2005. Finite Element Modelling of Horizontally Loaded Monopile Foundations for Offshore Wind Energy Converters in Germany, Front. Offshore Geotech. ISFOG 2005 – Proc. 1st Int. Symp. Front. Offhsore Geeotech, 391–396.

4. Laterally loaded helical piles in sand

5. Behavior of monopile foundations under cyclic lateral load

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