A Review of Prestressed Concrete Pile with Circular Hollow Section (Spun Pile)
DOI:
https://doi.org/10.11113/jt.v72.3950Keywords:
Spun piles, prestressed concrete, confinement, ductility, seismic loadAbstract
Spun pile is one of the types of piles are widely used in the world construction, for example in building and bridge. Spun pile is a prestressed concrete pile with circular hollow section. This paper provides an overview of the research development of spun pile, starting from 80's until now. This overview is related to methods of increasing the strength and reliability of spun pile due to earthquake loads, either by modifying the longitudinal reinforcement and confinement. In addition, this paper also discusses about the failure patterns of spun pile due to seismic loads. Finally, this paper can be a reference for understanding the scope of the research topics that have been done by researchers. Thus, by this overview can be obtained new idea for the next research to improve the performance of spun pile carry seismic loads.
References
Japan Industrial Standard (JIS) 5335 1987.
Jan J. Hartman, P. E., Raymond J. Castelli, P. E., and Sanjeev Malhotra, P. E. 2007. ASCE.
The Government of the Hong Kong Special Administrative Region. 2006. Foundation Design and Construction. Geo Publication No.1.
Akiyama, M., Satoshi Abe, Nao Aoki, Motoyuki Suzuki. 2012. Flexural Test of Precast High-strength Reinforced Concrete Pile Prestressed with Unbonded Bars Arranged at The Center of The Cross-section. Engineering Structures. 34: 259–270.
G. P. Lignola, A. Prota, G. Manfredi and E. Cosenza. 2008. Analysis of Reinforced Concrete Hollow Piers Behavior: Benefits of Frp Confinement. The 14th World Conference on Earthquake Engineering October 12–17, 2008, Beijing, China.
Giulio Ranzo and M. J. N. Priestley. 2000. Seismic Performance of Large Rc Circular Hollow Columns. 12th WCEE.
Veysel Yazici. 2012. Strengthening Hollow Reinforced Concrete Columns With Fibre Reinforced Polymers. Master thesis. University of Wollongong.
Budek, Gianmario Benzoni M.J. Nigel Priestley. 1997. Experimental Investigation of Ductility of In-Ground Hinges in Solid and Hollow Prestressed Piles. Final Report on a Research Project funded by Caltrans under Contract No. DOT 59V375.
Shinji Kishida, Masahiro Horii, Fumio Kuwabara and Shizuo Hayashi. 2000. Experimental Study on Shear Strength of the PHC Pile with Large Diameter. 12 WCEE.
Gefu Ji, Zhenyu Ouyang, Guoqiang Li. 2009. Experimental Investigation Into the Interfacial Shear Strength of AGS-FRP tube confined concrete pile. Engineering Structures. 31: 2309–2316.
Yu-ye Zhang, Kent A. Harries, Wan-cheng Yuan. 2013. Experimental and Numerical Investigation of the Seismic Performance of Hollow Rectangular Bridge Piers Constructed with and Without Steel Fiber Reinforced Concrete. Engineering Structures. 48: 255–265.
Myoungsu Shin, Yoon Young Choi, Chang-Ho Sun, Ick-Hyun Kim. Shear Strength Model for Reinforced Concrete Rectangular Hollow Columns. Engineering Structures. 56: 958–969.
Jun-Ichi Hoshikuma and M. J. N. Priestley. 2000 Flexural Behavior of Circular Hollow Columns with a Single Layer of Reinforcement under Seismic Loading. Final Research Report for Caltrans under Contract No. 59A0051.
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