References
- Abaqus (2021), Abaqus/CAE User's Manual, Version 6.11, Dassault Systemes Simulia Corp, Providence, RI, USA.
- Abbas, J. M., Chik, Z. and Taha, M. (2008), "Single pile simulation and analysis subjected to lateral load", The Electronic Journal of Geotechnical Engineering.
- ASTM (2020), Standard Test Methods for Deep Foundations Elements Under Static Axial Compressive Load, D1143/D1143M-20, ASTM International, West Conshohocken, Pa, USA.
- BGL (2013), Report of load tests for Cast in-place pile(Site: Construction Documents for Busan-Gimhae LRT Public-private partnership), Busan-Gimhae Light Rail Transit Co., Ltd., Gimhae, Korea.
- Bowles, J. E. (1996), Foundation Analysis and Design, McGraw Hill Book Co., New York, pp.219-280.
- Chang, D. W., Huang, D. W., Lin, Y. K., Lu, F. C., Kuo, C. J. and Zhussupbekov, A. (2022), "Length Influences on Lateral Performance of Barrette from Three-Dimensional Finite Element Analysis", Journal of Applied Science and Engineering, Vol.25, pp.677-691
- Conte, E., Troncone, A. and Vena, M. (2013), "Nonlinear three-dimensional analysis of reinforced concrete piles subjected to horizontal loading", Computers and Geotechnics, Vol.44, pp.123-133. https://doi.org/10.1016/j.compgeo.2012.10.013
- Das, B. M. (1984), Principle of Foundation Engineering, Brooks/cole Engineering Division, Montrey California, pp.242-263.
- Hong, Y. S., Yoo, J. W., Kang, S. K., Choi, M. B. and Lee, K. I. (2019), "A numerical study on the estimation method of the results of static pile load test using the results of bi-directional pile load test of barrette piles", J. Korean Geosynthetics Society, Vol.18, No.1, pp.39-53. https://doi.org/10.12814/JKGSS.2019.18.1.039
- Hsu, M. C., Yu, C. H. and Chen, C. H. (2017), "Case studies for side resistance of barrette piles using results of ultimate load tests", Journal of GeoEngineering, Vol.12, No.2, pp.65-79.
- KS (2022), Test method for piles under static axial compressive load, KS F 2445:2022, KATS, Korea.
- Poulos, H. G., Chow, H. S. W. and Small, J. C. (2019), "The Use of Equivalent Circular Piles to Model the Behaviour of Rectangular Barrette Foundations", Geotehnical Engineering Journal of the SEAGS&AGSSEA, Vol.50, No.3, pp.106-109.
- Rafa, S. A. and Moussai, B. (2018), "Three-Dimensional Analyses of Bored Pile and Barrette Load Tests Subjected to Vertical Loadings", Soil Mech Found Eng, Vol.55, No.3, pp.146-152. https://doi.org/10.1007/s11204-018-9518-0
- Seo, Y. S., Yun, H. S., Kim, D. G. and Kwon, O. I. (2016), "Analysis on Physical and Mechanical Properties of Rock Mass in Korea", The Journal of Engineering Geology, Vol.26, No.4, pp.593-600. https://doi.org/10.9720/KSEG.2016.4.593
- Terzaghi, K. and Peck, R. B. (1967), Soil Mechanics in Engineering Practice. 2nd Edition, John Wiley, New York.
- Zhang, L. M. (2003), "Behavior of Laterally Loaded Large-Section Barrettes", Journal of Geotechnical and Geoenvironmental Engineering, Vol.129, No.7, pp.639-648. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:7(639)