Flexural Performance of Enhanced Spun High Strength RC Piles 


Vol. 33,  No. 3, pp. 52-57, Jun.  2018
10.14346/JKOSOS.2018.33.3.52


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  Abstract

The pile construction method is changing from the pile driving operation to the injected precast pile method. It is to prevent environmental damage and to minimize complaints caused by noise. Therefore, economic alternatives optimized for the injected precast pile method are required. In this study, the enhanced spun reinforced concrete piles manufactured by high strength materials were proposed. Experimental tests were conducted to evaluate their structural safety and nonlinear finite element analysis was performed to improve the reliability of experimental results. The experimental results and the analytical results were in good agreement with each other and the proposed enhanced spun reinforced concrete pile has better performance than that required by the design. However, the performance of the joint using the existing method used in the PHC pile was considered to be insufficient.

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  Cite this article

[IEEE Style]

황훈희, 배재현, 주상훈, 권의성, "Flexural Performance of Enhanced Spun High Strength RC Piles," Journal of the Korean Society of Safety, vol. 33, no. 3, pp. 52-57, 2018. DOI: 10.14346/JKOSOS.2018.33.3.52.

[ACM Style]

황훈희, 배재현, 주상훈, and 권의성. 2018. Flexural Performance of Enhanced Spun High Strength RC Piles. Journal of the Korean Society of Safety, 33, 3, (2018), 52-57. DOI: 10.14346/JKOSOS.2018.33.3.52.

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