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NTIS 바로가기한국지반신소재학회논문집 = Journal of the Korean Geosynthetics Society, v.20 no.4, 2021년, pp.105 - 112
강기천 (Department of Civil Engineering, College of Engineering, Gyeongsang National University) , 김지성 (Department of Cadastre & Civil Engineering, Vision College of Jeonju)
In the case of harbor structures, it is important to understand the characteristics of structures that are subjected to repeated loads as they are structures that receive repetitive loads such as wave pressure as well as static loads. In this study, the lateral resistance according to the pile embed...
Broms, B. B. (1964), "Lateral Resistance of Piles in Cohesionless Soils", Journal of the Soil Mechanics and Foundations Division, ASCE, Vol.90, No.SM3:123-156.
Broms, B. B. (1965), "Design of Laterally Loaded Piles", Proc. ASCE, Vol.91, No.SM 3, pp.79-99.
Davidson, H. L., Cass, P. G., Khilji, K. H. and Mcquade, P. V. (1982), "Laterally loaded drilled pier research", Report EL 2197, EPRI, pp.324.
Goda, Y. (1973), "Study on design wave pressure on breakwater", Report of port and Harbor Res. Inst., Vol.12, No.3, pp.31-69.
Iai, S. (1989). "Similitude for Shaking Table Tests on Soil-Structure-Fluid Model in 1g Gravitational Field", Soil and Foundations, Vol.29, No.1, pp.105-118.
Kang, G., Kim, J., Kim, T. H., Lee, S. and Kim, J. (2021), "Lateral Resistance of Block Type Breakwater with Piles to Depth of Embdement", Journal of Korean Society of Coastal and Ocean Engineers, Vol.33, No.2, pp.65-72.
Kim, B. I., Kang, H. H., Kim, H. J. and Han, S. J., (2019), "The Study on Improvement Methods for the Seismic Performance of Port Structures", Journal of Korean Geosynthetics Society, Vol.18, No.4, pp.151-165.
Kim, J., Noh, J. and Kang, G. (2017), "Behaviour Characteristics of Single Pile under Dynamic Lateral Loads", Journal of the Korean Geotechnical Society, Vol.33, No.9, pp.49-60.
Kim, T. H., Kim, J., Choi, J. S. and Kang, G. (2020), "Evaluation of Lateral Resistance for Tie-cell Wave-dissipating Block by Model Experiments", Journal of The Korean Geotechnical Society, Vol.36, No.12, pp.87-97.
Rollins, K. M., Peterson, K. T., and Weaver, T. J. (1998), "Lateral Load Behavior of Full-Scale Pile Group in Clay", Journal of Geotechnical and Geotechnical Engineering, ASCE, Vol.124, No.6, pp.468-478.
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