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In order to study the bearing capacity of the six-sided plate pavement structure considering the connection relationship between six-sided plates, a finite element model of the six-sided plate pavement was established in ABAQUS software. Based on the ABAQUS finite element model, we focused on the influence of the thickness of the six-sided plate and the length of the connecting hooks on the carrying capacity of the six-sided plate pavement. By using the control variable method for simulation and analysis, the calculated results are reasonable, indicating that these two factors have a certain effect on the bearing capacity of the six-sided plate pavement structure.

Analysis of bearing capacity of the six-sided plate pavement structure considering connection