Effect of Sloping Ground on the Pile Behaviour Under Varying Static Lateral Loads
Author:
Funder
Ministry of Education and Human Resources Development
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40098-023-00841-1.pdf
Reference47 articles.
1. Muthukkumaran K, Arun KS (2015) Effect of seabed slope on pile behaviour of fixed offshore platform under lateral forces. J Ocean Eng Mar Energy 1(3):207–221. https://doi.org/10.1007/s40722-015-0013-7
2. Perumalsamy K, Ranganathan S (2022) Single pile in cohesionless soil in sloping ground under lateral loading. Int J Geo-Eng 13(1):2022. https://doi.org/10.1186/s40703-022-00173-8
3. Kavitha PE, Beena KS, Narayanan KP (2016) A review on soil–structure interaction analysis of laterally loaded piles. Innov Infrastruct Solut 1(1):1–15. https://doi.org/10.1007/s41062-016-0015-x
4. Matlock H (1970) Correlations for design of laterally loaded piles in soft clay. In: Proceedings of the annual offshore technology conference, 1970. https://doi.org/10.4043/1204-ms
5. Yin P, He W, Yang ZJ (2018) A simplified nonlinear method for a laterally loaded pile in sloping ground. 2018
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