References
- AASHTO (2002), Standard Specification for Highway Bridges, American Association of State Highway and Transportation Official.
- Ahn, S. Y. (2010), "Proposed New Design Method of the Pile Bent Structure considering plastic hinge", Ph. D. thesis, Yonsei University (in Korean).
- Chai, Y. H. (2002), "Flexural strength and ductility of extended pile-shafts. I: analytical model", Journal of Structural Engineering, 128(5), pp.586-594. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:5(586)
- Cho, J. Y. and Jeong, S. S. (2012), "Development of Three-dimensional Approximate Analysis Method for Piled Raft Foundations", Journal of Korean Geotechnical Society, Korean Geotechnical Society, Vol.28, No.4, pp.67-77 (in Korean). https://doi.org/10.7843/kgs.2012.28.4.67
- FHWA (1987), Drilled Shaft, National Highway Institute.
- Han, K. T. (2008), "Load-Settlement Behavior of the Drilled Shafts subjected to Bi-Directional Loading", Master thesis, Yonsei University (in Korean).
- Hutchinson, T. C., Boulanger, R. W., Chai, Y. H., and Idriss, I. M. (2002), "Seismic Design and Retrofit of Bridges", John Wiley & Sons, New York, USA.
- Jeon, K. S. (2004), Design Criteria for Pile Bent Structure, Vol.68, pp.14-27 (in Korean).
- Jeon, K. S., Kim, K. S., and Kim, J. Y. (2006), "Design and construction of single drilled shaft foundation", Korean Geotechnical Engineer conference, pp.86-100 (in Korean).
- Jeong, S. S. and Cho, J. Y. (2011) "Simplified Analysis of Mega Foundations for Super Tall Buildings", CTBUH 2011 World Conference, Seoul, Korea.
- Jeong, S. S., Kwak, D. O., and Ahn, S. Y. (2005), "Analysis of Pile-Bent (CIDH Shaft/Column) structure subjected to lateral loading", Korean Society of Civil Engineers conference, pp.3968-3971 (in Korean).
- Jeong, S. S., Lee, S. J., Cho, J. Y., and Lee, J. H. (2011), "Simplified Analysis Algorithm of Raft & Pile-raft Foundation for High-rise Buildings", 14th Asian Reginal Conference on Soil Mechanics and Geotechnical Engineering, Hong Kong.
- John, W. (2001), "Cyclic Large Deflection Testing of Shaft Bridges", Report No. 59A0183, University of California, Los Angeles.
- Kerop, D. J. (2001), "Interaction between soil and full scale drilled shaft under cyclic lateral load", Ph. D. thesis, University of California, Los Angeles.
- Kim, J. Y., Hwang, T. J., and Jeong, S. S. (2011), "Simplified Analysis of Pile Bent Structures and Minimum Reinforcement ratio", Journal of Korean Geotechnical Society, Korean Geotechnical Society, Vol.27, No.5, pp.33-43 (in Korean). https://doi.org/10.7843/kgs.2011.27.5.033
- Kim, S. K., Yea, G. G., Kim, G. S., and Choi, Y. K. (2008), "A Case Study on Horizontal Displacement Characteristics for Single Drilled Shaft Foundation, Korean Society of Civil Engineers conference, pp.2017-2020 (in Korean).
- Lee, J. H. and Yang, J. H. (2004), "New Concrete Bridge Column System", Journal of the Korea concrete institute, Vol.16, No.2, pp.24-30 (in Korean).
- Ministry of Land, Infrastructure and Transport (2008), Design Criteria for Highway Bridges (in Korean).
- Reese, L. C. and Wright, W. (1977), Drilled Shaft Manual, U. S. Department of Transportation.
- Son, H. S., Choi, I. K., Kang, D. O., and Yang, J. H. (2005), "Design of Single Column Drilled Pier Foundation in Incheon Bridge Viaduct", Korean Society of Civil Engineers conference, pp.959-962 (in Korean).
- Son, H. S.,Choi, I. K., Lee, S. H., and Yang, J. H. (2006), "Seismic Analysis and Reinforcement Details of Integral Pile Shaft-Column Foundations", Journal of Earthquake Engineering Society of Korea, pp.300-307 (in Korean).
- Song, H. J. (2008), "Analysis of Single Shaft/Column of Light Rail Transit Structure subjected to Lateral Loading", Master thesis, Yonsei University (in Korean).
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- Analysis of Steel Reinforcement Ratio for Bent Pile Structures Considering Column-Pile Interaction vol.26, pp.2, 2014, https://doi.org/10.4334/JKCI.2014.26.2.181