Hemisphere-Shaped Iron Joint between PHC Pile and Steel Reinforced Concrete Column. Part I: Analysis

Yeun Seung Lee; Jin Tak Oh; Young Sik Kim; Young K. Ju

doi:10.4028/www.scientific.net/AMM.470.958

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 470Hemisphere-Shaped Iron Joint between PHC Pile and...

Hemisphere-Shaped Iron Joint between PHC Pile and Steel Reinforced Concrete Column. Part I: Analysis

Abstract:

To overcome disadvantages of usual Cast-In-Place (CIP) concrete pile methods in top-down construction, some prototypes of a joint of the PHC pile to column that directly connects a column to a PHC pile are analytically studied. With the consideration of strength requirement and stress concentration of joint of the PHC pile to column, we suggest the most appropriate one.

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Periodical:

Applied Mechanics and Materials (Volume 470)

Pages:

958-961

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.470.958

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Online since:

December 2013

Authors:

Yeun Seung Lee, Jin Tak Oh, Young Sik Kim, Young K. Ju*

Keywords:

Cast-in-Place Concrete Piles, Joint of the PHC Pile to Column, Top-Down Construction

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* - Corresponding Author

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