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...
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 |
Similar Items
-
Effect of Particle Size Distribution of Cohesionless Soil and Pile Diameter on the Behavior of Open Ended Pipe Piles
by: M.R. Mahmood, et al.
Published: (2017-01-01) -
Statistical Analysis of Self-Weight Penetration and Pile Running for Large Diameter Monopiles in Offshore Wind Farm
by: Hongqing WANG, et al.
Published: (2023-01-01) -
Analisis Perbandingan Produktivitas Alat Pancang Drop Hammer dan Jack in Pile Proyek Pembangunan SMAN 14 Samarinda
by: Adde Currie Siregar, et al.
Published: (2023-10-01) -
Modeling of Large Diameter Piles in Soil Formations Including Soft Clay
by: Nour Aboshita, et al.
Published: (2020-03-01) -
Effect of water hammer in pipeline system due to the sudden closure /
by: Siti Hajar Zainodin, 1992- 634250, et al.
Published: (2016)