DESIGN AND ANALYSIS OF FOUNDATION FOR FLEXIBLE PHOTOVOLTAIC SUPPORT STRUCTURES
This paper studies the horizontal bearing capacity and stability of flexible photovoltaic bracket pile founda-tion in areas with thick local muddy soil. Taking a photovoltaic complementary power generation project as the case, relevant calculations are verified with standard formulas, and effectiveness of pile and soil under horizontal force are analyzed using finite element method. The results show that the design specification method for flexible photovoltaic bracket pile foundation is in good agreement with the finite element results, and the horizontal bearing capacity and stability of the pile foundation meet the requirements of the specification. Finally, the calculation method for the pull-out bearing capacity of anchor rods and the strengthening measures for photovoltaic anchor rods in deep muddy soil areas were introduced. The relevant conclusions may provide the reference for the design of similar projects.
flexible photovoltaic support structurehorizontal bearing capacity of pilestability analysis of pileanchor bar
万方数据
维普
