As photovoltaic (PV) installations expand into diverse terrains, engineers face mounting pressure to optimize single pile foundations against complex soil-structure interactions.
This study has comprehensively investigated the bearing characteristics of three types of photovoltaic support piles, serpentine piles, square piles, and circular piles, in desert gravel areas.
Utilizing experimental data, numerical simulation technology was employed to comprehensively investigate the pullout resistance, compressive resistance, and horizontal bearing
Based on the test research and combined with the existing standards, the bearing capacity formulas suitable for the photovoltaic support brackets and connections with cold-formed
This study not only offers valuable technical support for the construction of photovoltaic power plants in desert gravel areas but also holds great significance in advancing the sustainable
This study has comprehensively investigated the bearing characteristics of three types of photovoltaic support piles, serpentine piles, square piles, and circular piles, in desert gravel areas.
The tensile-bearing capacity of the connectors increases with an increase in the baseplate thickness due to an increase in the moment of inertia (Iz) of the composite section formed by the baseplate and
This paper takes the power grid topology in southern Hunan as an example of carrying out the bearing capacity assessment of regional distributed photovoltaic access to the power grid.
With the continuous development and use of renewable energy, photovoltaic projects have become essential in the clean energy landscape. The bearing capacity and stability of their
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