Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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. (Autor:in) / Nouguier, C. (Autor:in)
1999
Seiten
Aufsatz (Konferenz)
Datenträger
Englisch
A continuum theory for calculation of large deformations in soils
| UB Braunschweig | 1968
Advanced Numerical Modelling of Granular Soils
| British Library Conference Proceedings | 2001
Deformations in Granular Soils due to Cyclic Loading
| British Library Conference Proceedings | 1994