This study investigates the horizontal load-bearing properties of steel pipe piles used in offshore photovoltaic systems by conducting field tests with single-pile horizontal static loads and performing numerical analysis.
A study on closed-end rock-socketed piles in thick silt soil layers has been conducted. A study was conducted on steel pipe piles with a large ratio of length to diameter. Photovoltaic power generation, as an emerging method of energy utilization, has demonstrated unique advantages in resource development.
When supporting the upper photovoltaic modules and other structures, the pile foundation must cope with the vertical load generated by these structures in addition to the lateral horizontal load caused by wind, waves, and other natural factors. This results in more complicated loading characteristics for the pile foundation.
Compared to floating offshore photovoltaic systems, fixed pile foundation systems are safer . The schematic diagram of a fixed offshore photovoltaic system with a pile foundation is shown in Fig. 1. China's coastal soil is mostly tidal flat area, characterized by low foundation bearing capacity and difficult construction conditions .
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The year 2017 was especially notable for solar PV sector, with the level of solar PV generation capacity globally installed, rivalling other energy production technologies [5].
This study investigates the horizontal load-bearing properties of steel pipe piles used in offshore photovoltaic systems by conducting field tests with single-pile horizontal static loads and
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