Theoretical Analysis of the Influence of Bearing Plate Position on the Bearing Performance of Soil around the CEP Antipull Force Double Pile

• Published in: Buildings (Basel) 2023-10, Vol.13 (10), p.2613
• Main Authors: Qian, Yongmei, Sun, Lin, Ai, Lishuang, Zhou, Ying, Li, Mingxiao
• Format: Article
• Language: English
• Subjects: ANSYS simulation; antipull force failure; bearing plate position; Bridges; CEP pile; Comparative analysis; Concrete; Construction; Deep sea; Deformation; double-pile model; Grouted piles; High rise buildings; Load; Offshore platforms; Pile bearing capacities; Pile foundations; Piles; Pull-out resistance; Simulation; Software; soil destruction state; Theoretical analysis
• ISSN: 2075-5309; 2075-5309
• DOI: 10.3390/buildings13102613

With the development of large-scale projects such as high-rise buildings, deep-sea platforms, bridges, etc., these construction facilities are affected by many factors such as environment and geological conditions, which put forward higher requirements for pile-bearing capacity. Compared with the straight-hole grouted piles, the CEP (concrete expanded-plate) piles have an increased bearing plate, which has stronger resistance to pullout under the action of axial tension. The location of the bearing plate is the main factor affecting the bearing capacity of a CEP pile. This study simulates and analyzes CEP double piles on ANSYS software (Ansys R19.0 versions) under ideal conditions, designs five types of model piles with different bearing plate positions, and divides them into six groups for simulation. Finally, a complete model of the two-pile system is established. It is obtained that when the bearing plate is in the same position, the longer the pile length above the bearing plate, the greater the ultimate bearing capacity of the CEP double piles; when the bearing plates of a double pile are at different positions, the antipull-force-bearing capacity of the double pile mainly depends on the pile with a smaller pile length above the bearing plate, and determines the calculation mode of a CEP double-pile antipull-force-bearing capacity at different bearing plate positions, so as to provide a theoretical basis for the design and application of CEP pile foundations in large building structures in the future.