Numerical analysis of localized deformations in clay specimens using subloading tij model

Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment

Volumn 2, Issue , 2005, Pages 909-912

  Hinokio, M ^a   Nakai, T ^a   Miyata, M ^b  

^a NAGOYA INSTITUTE OF TECHNOLOGY   (Japan)

^b Wakayama Prefectural office ^*  (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

DRAINED SHEAR; ELASTO-PLASTIC MODELS; FINITE DEFORMATION THEORY; GEOMETRICAL CONDITIONS; ISOTROPIC HARDENINGS; LOCALIZED DEFORMATIONS; OVERCONSOLIDATED CLAYS; PLANE STRAIN CONDITION;

DEFORMATION; GEOTECHNICAL ENGINEERING; NUMERICAL ANALYSIS; SOIL MECHANICS;

GEOLOGIC MODELS;

EID: 68249106596     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (8)

1. Asaoka, A., Nakano, M. & Noda, T. 1997. Soil-water coupled behavior of heavily overconsolidated clay near/at critical state, Soils & Foundations 37(1):13-28.
2. Asaoka, A. & Noda, T. 1995. Imperfection-sensitive bifurcation of Cam-clay under plane strain compression with undrained boundary, Soils & Foundations: 35(1):83-100.
3. Hashiguchi, K. 1980. Constitutive equation of elastoplastic materials with elasto-plastic transition, J. Appl, Mech., ASME, 102(2): 266-272.
4. ij model for localized deformation of clay based on small deformation theory, pro. of Iws-Calgary: 75-82.
5. Nakai, T. and Hinokio, M. 2004. A simple elastoplastic model for normally and over consolidated soils with unified material parameters, Soils & Foundations: 44(2): 53-70.
6. Nakai, T. & Matsuoka, H. 1986. A generalized elastoplastic constitutive model for clay in three-dimensional stresses, Soils and Foundations.: 26(3): 81-98
7. Oka, F., Adachi, T. & Yashima, A. 1995. A strain localization analysis using a viscoplastic softening model for clay, Int. J. of Plasticity, 11(5): 523-545.
8. Yatomi, C, Yashima, A., lizuka, A. & Sano, I. 1989. General theory of shear bands formulation by a non-coaxial Cam-clay mode, Soils & Foundations: 29(3): 41-53.