Magazine of the Korean Society of Agricultural Engineers (한국농공학회지)

The Korean Society of Agricultural Engineers (한국농공학회)
권호 표지

Parameters Characteristics of Single Work Hardening Model Dependent on the Stress Path

응력경로에 따른 단일항복면구성모델의 토질매개변수 특성

  • Published : 1996.04.01
Download PDF
⟨ Previous Next ⟩

Abstract

To get accurate results, the realistic stress-strain relationships of soils are dependent on a number of factors such as soil types, density, stress levels and stress path. Such attempts are continuously being made by the developement of analytical models for soils incorporating all such factors. Isotropic compression-expansion test and a series of drained conventional triaxial tests with several stress path for Baekma river sand were performed to investigate parameters characteristics of Lade's single work hardening model dependant on the stress path. Using the computer program based on the regression analysis, the values of parameters for the model were determined. In conclusion, the parameters of Lade's model are little influenced by the stress paths. Though yield criterion parameters ( h, ${\alpha}$a) are much influenced by stress level and stress path, the parameters don't have influence on stress-strain behavior.

Keywords

References

  1. Journal of Geotechnical Engineering v.101 no.GT3 Stress Path Dependent Deformation Module of Engineering Yudhbir,A.;Varadarajan
  2. International Symposium on Soils under Cyclic and Transient Loading, Swansea Stress-path Dependent Stress Strain Volume Change Behaviour of a Granular Soil Varadarajan,A.;Mishra,S.S
  3. Numerical methods in geotechical engineering Constitutive law for geologic media Desai,C.S.;C.S.Desai(ed.);J.T.Christian(ed.)
  4. Computers and Geotechnics v.5 no.4 Single Hardening Constitutive Model for Frictional Materials, I. Plastic potential function Kim,M.K.;Lade,P.V.
  5. Computers and Geotechnics v.6 no.1 Single Hardening Constitutive Model for Frictional Materiais,Ⅱ Yieid Criterion and Plastic Work Contours Kim,M.K.;Lade,P.V.
  6. Computers and Geotechnics v.6 no.1 Single Hardening Constitutive Model for Frictional Materiais Ⅲ. Comparisons with Experimental Data Kim,M.K.;Lade,P.V.
  7. Journal of Geotechnical Engineering v.116 no.3 Single Hardening Model with Application to NC Clay Lade,P.V.
  8. 한국지반공학회지 v.8 no.2 탄소성구성모델의 토질매개변수 예민성 정진섭;김찬기;이문수
  9. 대한토목학회논문집 v.12 no.2 단일항복면 구성모델에 의한 입성토의 비배수거동해석 정진섭;김찬기;이문수
  10. International Symposium on Numerical Models in Geomecharics, Zurich The Behaviour of Hyperbolic Stress-Strain Models in Triaxial and Plane Strain Compression Dickin,E.A.;King,gG.J.W.