A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Numerical modelling of large deformations in soils: Continuum or granular medium
This paper presents the numerical modelling of the large deformations of soils when they interact with a solid tool. The main focus of this paper is to compare the deformations obtained when the soil is either treated as a continuum or as a granular medium. It is shown that the kinematic fields are very similar in the two cases even when schematic constitutive relations are used.
Numerical modelling of large deformations in soils: Continuum or granular medium
This paper presents the numerical modelling of the large deformations of soils when they interact with a solid tool. The main focus of this paper is to compare the deformations obtained when the soil is either treated as a continuum or as a granular medium. It is shown that the kinematic fields are very similar in the two cases even when schematic constitutive relations are used.
Numerical modelling of large deformations in soils: Continuum or granular medium
Bohatier, C. (author) / Nouguier, C. (author)
1999
Seiten
Conference paper
Storage medium
English
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