최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기韓國地盤工學會論文集 = Journal of the Korean geotechnical society, v.36 no.12, 2020년, pp.35 - 43
김현주 ((주)이피에스엔지니어링) , 최진오 ((주)이피에스엔지니어링)
Currently, cofferdams of circular cross section are widely applied as temporary facilities for the installation of bridge foundations in river/sea bridge construction in Korea. Existing caisson, sheet pile, and cell type cofferdam are widely used, but these methods take a lot of time and cost for in...
* AI 자동 식별 결과로 적합하지 않은 문장이 있을 수 있으니, 이용에 유의하시기 바랍니다.
Bang, S., Preber, T., Cho, Y., Thomason, J., Karnoski, S. R., and Taylor, R. J. (2000), Suction Piles or Mooring of Mobile Offshore Bases, Marine Structures, Vol.13, No.5, pp.367-382.
Coastal Development Institute of Technology (2003), Technicalmanual for suction foundation, Japan Coastal Development Institute of Technology, translated into Korean by Park, W. S., Kwon, O. S., Jang, I. S., and Ahn, H. D. from Korea Ocean Research and Development Institute, 2010.
Dunham, J. W. (1954), Pile Foundation for Buildings, Proc, ASCE, Soil Mechanics and Foundations Division, Vol.80, NO.285.
Houlsby, G.T. and Byrne, B.W. (2005), "Design Procedures for Installation of Suction Caissons in Sand", Proceedings of the Institution of Civil Engineers, Geotechnical Engineering, Vol.158, No.3, pp.135-144.
Kim, J.H., Lee, S.T., and Kim, D.S. (2018), "Evaluation of Soil Disturbance Due to Bucket Installation in Sand", Journal of the Korean Geotechnical Society, Vol.34, No.11, pp.21-31 (in Korean).
Kim, J.S. (2019), "Numerical Investigation on Structural Behavior of a Lid with Stiffeners for Suction-installed Cofferdams", Journal of Korean Society of Hazard Mitigation, Vol.20, No.10, pp.7-17 (in Korean).
Kim, J.S., Jeong, Y.J., and Park, M.S. (2019), "Estimation on External Forces Applied to Suction Caisson Using Seepage Analysis", Journal of the Korean Society of Civil Engineers, Vol.39, No.2, pp.317-325 (in Korean).
Korea Agency for Insfrastructure Technology Advancement (2015), "Development of a large-diameter steel pipe cofferdam method for the offshore bridge", R&D planning research Report (in Korean).
Robertson, P.K. and Campanella, R.G. (1983a). Interpretation of Cone Penetration Tests-Part I (sand), Canadian Geotechnical Journal, Vol.20, No.4, pp.718-733.
Steensen-Bach J.D. (1992), "Recent Model Tests with Suction Piles in Clay and Sand", Offshore Technology Conference, Houston, Texas.
Senders, M. and Randolph, M. F. (2009), CPT-based Method for the Installation of Suction Caissons in Sand, Journal of Geotechnical and Geoenvironmental Engineering, American Society of Civil Engineers, Vol.135, No.1, pp.14-25.
Senpere, D. and Auvergne, G.A. (1982), "Suction Anchor Piles - A Proven Alternative to Driving or Drilling", Offshore Technology Conference, Houston, USA, Paper OTC 4206.
Tjelta, T.I. (1995), "Geotechnical Experience from the Installation of the Europipe Jacket with Bucket Foundations", Offshore Technology Conference, Houston, USA, Paper OTC 7795.
Szechy, K. (1966), "The art of tunnelling", Akademiai kiado, Budapest, pp.909-924.
Tran, M.N. and Randolph, M.F. (2008), "Variation of Suction Pressure during Caisson Installation in Sand", Geotechnique, Vol.58, No.1, pp.1-11.
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
오픈액세스 학술지에 출판된 논문
※ AI-Helper는 부적절한 답변을 할 수 있습니다.