Fig. 1. Various piles of Japan (a) SC Pile (b) Nondular cylinder pile
Fig. 2. End expansion pile Foreground
Fig. 5. UФ4550 pile construction foreground
Fig. 3. Graph of bearing capacity change by time [UФ4550 vs HФ500]
Fig. 4. Graph of bearing capacity change by time [UФ600 vs HФ600]
Table 1. Types and amounts of pile load tests
Table 2. Test pile types by construction method
Table 3. Site investigation results
Table 4. Allowable bearing capacity by dynamic tests [UФ4550 vs HФ500]
Table 5. Allowable bearing capacity by dynamic tests [UФ600 vs HФ600]
Table 6. Allowable bearing capacity by dynamic tests [UФ500 vs HФ500]
Table 7. Allowable bearing capacity by dynamic tests [UФ5055 vs HФ5055]
참고문헌
- Korea Professional Construction Association Scaffolding & Construction Dismantling Construction Industry Council, Advanced pile construction method study, pp.9-22, Korea Professional Construction Association, 2005.
- D. J. AN, Structural characteristics of hybrid FRPconcrete, Ph.D dissertation, Hongik University, pp.1-3, 2012.
- J. S. Kim, Study on the behavior characteristics of hybrid concrete filled fiber reinforced plastic piles, Ph.D dissertation, Hongik University, pp.1-4, 2013.
- J. W. Bang, C. K. Park, S. Y. Yang, Y. Y. Kim, "Flexural Behavior of Large-Diameter Composite PHC pile Using In-Filled Concrete", Journal of The Korea Institute for Structural Maintenance and Inspection, The Korea Institute For Structural Maintenance and Inspection, Seoul, Korea, Vol.20. No.5 pp.109-115, Sep 2016. DOI: https://doi.org/10.11112/jksmi.2016.20.5.109
- KOREAN GEOTECHNICAL SOCIETY, Load test method and commentary on foundation, pp.137-152, Goomibook, 2010.
- KOREAN GEOTECHNICAL SOCIETY, Explanation of Design Criteria for Structures, p.326, Goomibook, 2009.
- KOREAN GEOTECHNICAL SOCIETY, Design and construction of PHC pile, pp.291-293, 2006.