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.6, 2020년, pp.35 - 46
(서울대학교 건설환경공학부) , (서울대학교 건설환경공학부) , 유병수 (서울대학교 건설환경공학부) , 김성렬 (서울대학교 건설환경공학부)
The input parameters for numerical simulation of the liquefaction phenomenon need to be properly evaluated from laboratory and field tests, which are difficult to be performed in practical situations. In this study, the numerical simulation of the cyclic direct simple shear test was performed to ana...
* AI 자동 식별 결과로 적합하지 않은 문장이 있을 수 있으니, 이용에 유의하시기 바랍니다.
Alarcon-Guzman, A., J. L. Chameau, G. A. Leonards, and J. D. Frost (1989), Shear Modulus and Cyclic Strength behavior of Sands, Soils and Foundations, Vol.29, No.4, pp.105-119.
ASCE (American Society of Civil Engineers) (2014), Seismic design of piers and wharves. ASCE/COPRI 61-14.
Bastidas, A. M. P. (2016), Ottawa F-65 sand characterization, University of California, Davis.
Beaty, M.H. and Byrne, P.M. (2011), UBCSAND constitutive model version 904aR. Itasca UDM Web Site.
Boulanger, R. W. and Ziotopoulou, K. (2015), PM4Sand (Version 3): A sand plasticity model for earthquake engineering applications. Center for Geotechnical Modeling Report No. UCD/CGM-15/01, Department of Civil and Environmental Engineering, University of California, Davis, Calif.
Byrne, P. M. (1991), A cyclic shear-volume coupling and pore pressure model for sand, International Conferences on Recent Advances in Geotechnical Engineering and Soil Dynamics.
Dafalias, Y. F. and Manzari, M. T. (2004), Simple Plasticity Sand Model Accounting for Fabric Change Effects, Journal of Engineering mechanics, Vol.130, No.6, pp.622-634.
Iai, S. (2001), Recent studies on seismic analysis and design of retaining structures.
Iai, S., Matsunaga, Y., and Kameoka, T. (1990), Strain space plasticity model for cyclic mobility. Report of the Port and harbour Research Institute, 29(4).
Idriss, I. M. (1999), An update to the Seed-Idriss simplified procedure for evaluating liquefaction potential. TRB Worshop on New Approaches to Liquefaction, FHWA-RD-99-165, Federal Highway Administation.
Idriss, I. M. and Boulanger, R. W. (2008), Soil liquefaction during earthquakes. Earthquake Engineering Research Institute.
Idriss, I. M. and Boulanger, R. W. (2010), SPT-based liquefaction triggering procedures. Rep. UCD/CGM-10, 2, 4-13.
Itasca (2011), FLACFast Lagrangian Analysis of Continua, Version. 7.0.
Korean Geotechnical Society (2018), Commentary on Structural Foundation Design Manual.
Lee, J. S., Park, T. J., Lee, M. G., and Kim, D. S. (2018), Verification of the Numerical Analysis on Caisson Quay Wall Behavior Under Seismic Loading Using Centrifuge Test, Journal of the Korean Geotechnical Society, Vol.34, No.11, pp.57-70.
Liao, S. S. and Whitman, R. V. (1986), Overburden Correction Factors for SPT in Sand, Journal of Geotechnical Engineering, Vol.112, No.3, pp.373-377.
Overseas Coastal area Development Institute of Japan (2009), Technical standards and commentaries for port and harbour facilities in Japan, Overseas Coastal Area Development Institute of Japan.
Seed, H. B. and Idriss, I. M. (1971), Simplified procedure for evaluating soil liquefaction potential, Journal of Soil Mechanics and Foundations Div.
Tran, N. X., Lee, J. S., and Kim, S. R. (2017), Evaluation of Seismic Performance of Takahama Wharf using Nonlinear Effective Stress Analysis, Journal of the Korean Geotechnical Society, Vol. 33, No.4, pp.47-56.
*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.