A numerical analysis for axial and lateral behavior of instrumented steel pipe piles
Y Choi, S Oh, O Kwon, M Kim, W Kim - Deep Foundations 2002: An …, 2002 - ascelibrary.org
Y Choi, S Oh, O Kwon, M Kim, W Kim
Deep Foundations 2002: An International Perspective on Theory, Design …, 2002•ascelibrary.orgIn order to evaluate the axial and lateral response of instrumented steel piles, static pile load
tests were carried out during the design stage in Busan, Korea. In this study, the stress
analysis with FLAC code and the subgrade reaction analysis with load transfer curves
according to the API code were performed consistently. These results were compared with
the observed behavior of both axial and lateral load tests. Through both analysis methods, it
was available to validate the axial load capacity of the pile and the load transfer in each …
tests were carried out during the design stage in Busan, Korea. In this study, the stress
analysis with FLAC code and the subgrade reaction analysis with load transfer curves
according to the API code were performed consistently. These results were compared with
the observed behavior of both axial and lateral load tests. Through both analysis methods, it
was available to validate the axial load capacity of the pile and the load transfer in each …
In order to evaluate the axial and lateral response of instrumented steel piles, static pile load tests were carried out during the design stage in Busan, Korea. In this study, the stress analysis with FLAC code and the subgrade reaction analysis with load transfer curves according to the API code were performed consistently. These results were compared with the observed behavior of both axial and lateral load tests. Through both analysis methods, it was available to validate the axial load capacity of the pile and the load transfer in each layer. Both numerical methods could predict both the axial and the lateral behavior of piles consistently in this site.
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