About Photovoltaic support cast-in-place pile method
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6 FAQs about [Photovoltaic support cast-in-place pile method]
What are the different types of photovoltaic support foundations?
The common forms of photovoltaic support foundations include concrete independent foundations, concrete strip foundations, concrete cast-in-place piles, prestressed high-strength concrete (PHC piles), steel piles and steel pipe screw piles. The first three are cast-in situ piles, and the last three are precast piles.
Can photovoltaic support steel pipe screw piles survive frost jacking?
To study the frost jacking performance of photovoltaic support steel pipe screw pile foundations in seasonally frozen soil areas at high latitudes and low altitudes and prevent excessive frost jacking displacement, this study determines the best geometric parameters of screw piles through in situ tests and simulation methods.
What is a cast-in-place pile foundation inspection system?
The system is designed and developed based on cast-in-place pile foundation construction characteristics. The inspection does not require the extra effort of construction. Aspects of the inspection system and analysis method require further discussion, which is given as follows. Efficiency of the inspection system and analysis method.
Do karst voids affect cast-in-place pile foundation construction?
Karst voids at pile locations are highly adverse to the bearing capacity and construction safety of cast-in-place pile foundations. This study developed an inspection system prototype of karst voids during cast-in-place pile foundation construction.
Why are cast-in-place piles used in karst area engineering?
Cast-in-place piles are increasingly used in karst area engineering due to the advantages of no limitation of stratum changes, no need for pile extension and pile cutting, low noise, and less ground settlement caused by pumping.
What is the Frost jacking of the photovoltaic pile?
Considering the thawing settlement of the pile body, within the 25-year service period of the photovoltaic power project, the frost jacking of the pile is approximately 144.68 mm. anti-frost jacking measures are recommended to reduce the impact of frost heaving.
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