Analytical Penetration Solutions of Large-Diameter Open-Ended Piles Subjected to Hammering Loads

This paper proposes the penetration displacement solutions of large-diameter open-ended steel pipe piles (LOSPs) with the diameter exceeding 2 m subjected to hammering load. The ultimate forcing equilibrium relationships between LOSP and soil are analyzed, and the calculated formula for self-sinking...

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Bibliographic Details
Main Authors: Wei Qin, Xue Li, Guoliang Dai, Pan Hu
Format: Article
Language:English
Published: MDPI AG 2022-06-01
Series:Journal of Marine Science and Engineering
Subjects:
Online Access:https://www.mdpi.com/2077-1312/10/7/885