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.21 no.8, 2005년, pp.27 - 35
박성식 (브리티시 콜롬비아대학교 토목공학과) , 김영수 (경북대학교 공과대학 토목공학과) , (브리티시 콜롬비아대학교 토목공학과) , 김대만 (경북대학교 공과대학 토목공학과)
Several damages due to large displacement caused by liquefaction have been reported increasingly. Numerical procedures based on effective stress analysis are therefore necessary to predict liquefaction-induced deformation. In this paper, the fully coupled effective stress model called UBCSAND is pro...
* AI 자동 식별 결과로 적합하지 않은 문장이 있을 수 있으니, 이용에 유의하시기 바랍니다.
Byrne, P.M., Park, S.-S., Beaty, M., Sharp, M., Gonzalez, L. and Abdoun, T. (2004), 'Numerical modeling of liquefaction and comparison with centrifuge tests', Canadian Geotechnical Journal, Vol.41, No.2, pp.193-211
Dafalias, Y. F. (1986), 'Bounding surface plasticity. I: Mathematical foundation and hypoplasticity', Journal of Engineering Mechanics, ASCE, Vol.112, No.9, pp.966-987
Finn, W. D. L. and Vaid, Y P. (1977), 'Liquefaction potential from drained constant volume cyclic simple shear tests', Proc. of the 6th World Conf. on Earthquake Engineering, Vol.3, pp.2157-2162
Hardin, B.O. (1978), 'The nature of stress-strain behavior for soils', Proceedings of the ASCE Geotechnical Engineering Division Specialty Conference on Earthquake Engineering and Soil Dynamics, Vol.1, pp.3-90
Itasca (2000), FLAC, version 4.0. Itasca Consulting Group Inc., Minneapolis
Kolymbas, D. (2000), Introduction to Hypoplasticity, Balkema, A. A
Li, X. S. and Dafalias, Y. F. (2000), 'Dilatancy for cohesionless soils', Geotechnique, Vol.50, No.4, pp.449-460
Negussey, D., Wijewickreme, D., and Vaid, Y.P. (1988), 'Constant volume friction angle of granular materials', Canadian Geotechnical Journal, 25(1), pp.50-55
Peacock, W.H. and Seed, H.B. (1968), 'Sand liquefaction under cyclic loading simple shear conditions', Journal of the Soil Mechanics and Foundations Division, 94(SM3), pp.689-708
Prevost, J. H. (1985), 'A Simple Plasticity Theory for Cohesionless Frictional Soils', International Journal of Soil Dynamics and Earthquake Engineering, Vol.4, No.1, pp.9-17
Puebla, H., Byrne, P.M. and Phillips, R. (1997), 'Analysis of CANLEX liquefaction embankments: prototype and centrifuge models', Candian Geotechnical Journal, Vol.34, No.5, pp.641-657
Rowe, P.W. (1962), 'The stress-dilatancy relation for static equilibrium of an assembly of particles in contact', In Proceedings of the Royal Society of London. Mathematical and Physical Sciences, Series A 269, pp.500-557
Seed, H. B., Wong, R. T., Idriss, I. M. and Tokimatsu, K. (1986), 'Moduli and damping factors for dynamic analyses of cohesionless soils', Journal of Geotechnical Engineering, ASCE, Vol.112, No.11, pp.1016-1032
Sriskandakumar, S. (2004). Cyclic loading response of Fraser River sand for validation of numerical models simulating centrifuge tests. MASc. Thesis, Department of Civil Engineering, University of British Columbia
Vaid, Y.P. and Chern J.C. (1985), 'Cyclic and monotonic undrained response of saturated sands', Advances in the Art of Testing Soils under Cyclic Conditions, ASCE, pp.120-147
Vermeer, P. A. (1984), 'Non-associated plasticity for soils, concrete and rock', HERON, Vol.29, No.3, pp.1-64
Wan, R. G. and Guo, P. J. (1998), 'A simple constitutive model for granular soils: Modified stress-dilatancy approach', Computers and Geotechnics, Vol.22, No.2, pp.109-133
Zienkiewicz, O.C., Chan, A.H.C., Pastor, M., Paul, D.K., and Shiomi, T. (1990), 'Static and dynamic behavior of soils: a rational approach to quantitative solutions. Part I: fully saturated problems', In Proceedings of the Royal Society of London. Mathematical and Physical Sciences, Series A, 429: 285-309
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.