최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기한국지반신소재학회논문집 = Journal of the Korean Geosynthetics Society, v.20 no.4, 2021년, pp.95 - 103
강기천 (Department of Civil Engineering, College of Engineering, Gyeongsang National University) , 김지성 (Department of Cadastre & Civil Engineering, Vision College of Jeonju)
While the existing pile foundation had the role of supporting the superstructure or reducing the earth pressure, recently there are cases where it is integrated with the superstructure to increase the lateral resistance. This study aims to evaluate a lateral resistance of block-type breakwaters with...
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.
Hwang, W. K., Kim, T. H., Kim, D. S., Oh, M. and Park, J. Y. (2018), "Effect of Wave-Induced Seepage on the Stability of the Rubble Mound Breakwater", Journal of Korean Geotechnical Engineering, Vol.34, No.3, pp.13-27.
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. and Kang, G., (2018) "Ultimate Lateral Resistance of Quadrangle Array Piles Using the Strain Wedge Model on Soil Subgrade", Journal of Testing and Evaluation, Vol.46, No.6, pp.2239-2350.
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.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.