Theoretical Analysis of Deformation and Internal Forces of Used Piles Due to New Static-Pressure Pile Penetration

نویسندگان

چکیده

Evaluation of the impact new static-pressure pile penetration on used piles is vitally important for reutilization piles. The cavity expansion theory in semi-infinite soil adopted to obtain displacement field surrounding caused by penetration, and then applied based a two-stage method analyze deformation internal force pile. effects constraint conditions pile, rigidity modulus response are considered. Meanwhile, numerical analysis verify effectiveness theoretical method. influence distance between radius analyzed, measures reduce existing proposed. results show that form end only affects near end. With increase diameter, gradually increases. As increases, decreases significantly.

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ژورنال

عنوان ژورنال: Applied sciences

سال: 2023

ISSN: ['2076-3417']

DOI: https://doi.org/10.3390/app13042714