요소 시뮬레이션에 의한 불포화토의 반복삼축거동 재현

' 요소 시뮬레이션에 의한 불포화토의 반복삼축거동 재현' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • 토목역학, 토목재료
  • cyclicelasto-plasticconstitutivemodel
  • dynamicloading
  • elementsimulation
  • stress-strain relation
  • suction
  • unsaturated soil
  • 동적 하중
  • 반복탄소성구성식
  • 불포화토
  • 석션
  • 요소 시뮬레이션
  • 응력-변형률 관계
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
645 0

0.0%

' 요소 시뮬레이션에 의한 불포화토의 반복삼축거동 재현' 의 참고문헌

  • User’s manual for LIQCA2D09 (2009 released print) : 2 ~ 6
  • Monotonic and cyclic behavior of unsaturated sandy soil under drained and fully undrained conditions
    Kimoto, S. Soils and Foundations 51 (4) : 663 ~ 681 [2011]
  • Experimental Evidence and Theoretical Approaches in Unsaturated Soils
    Jommi, C. Balkema : 139 ~ 153 [2000]
  • Drained and undrained behavior of unsaturated sandy soil and its modeling
    Yabuki, T. Kyoto University [2009]
  • Development of an unsaturated seepage-deformation coupled simulation method and its application to river embankment
    Kato, R. Kyoto University [2011]
  • An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behavior
    Gallipoli, D. Geotechnique 53 (1) : 123 ~ 135 [2003]
  • An elasto-plastic model for sand and its application under various stress conditions
    Tateishi, A. Proc. of 1st Int. Conference on Earthquake Geotechnical Engineering 1 : 399 ~ 404 [1995]
  • A soil-water coupled analysis of the deformation of an unsaturated river embankment due to seepage flow and overflow
    Oka, F. Proc. 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG) : 2029 ~ 2041 [2008]
  • A multi-phase coupled FE analysis using an elastoviscoplastic model for unsaturated soil, Geomechanics II, Geotechnical Special Publication
    Oka, F. Proc. 2nd US-Japan workshopon Geomechanics : 124 ~ 131 [2006]
  • A hydro-mechanical coupled analysis of an unsaturated river embankment due to seepage flow, Key engineering materials
    Oka, F. Trans tech publications 340 : 1223 ~ 1230 [2007]
  • A cyclic elastoplastic constitutive model for sand considering a plastic-strain dependence of the shear modulus
    Oka, F. Geotechnique 49 (5) : 661 ~ 680 [1999]
  • A cyclic elasto-viscoplastic constitutive model for clay based on the non-linear hardening rule
    Oka, F. Proc. 4th International Symposium on Numerical Models in Geomechanics : 105 ~ 114 [1992]
  • A cyclic elasto-plastic model based on the generalized flow rule ant its application
    Taguchi, Y. Proc. 5th Int. Symposium on Numerical Models in Geomechanics : 57 ~ 62 [1995]