Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Micromechanical Modeling of Granular Soil at Small Strain by Arrays of Elastic Spheres
The need for a micromechanical approach to modeling the stress-strain response of granular soil is discussed and justified. This work focuses on the small shear strain behavior, and investigates the validity of modeling analytically uniform, rounded-grained quartz and by arrays of identical elastic, rough, quartz spheres. As a first step, the stress-strain properties of six regular arrays of spheres are studied in some detail, with focus on isotropic and biaxial boundary loading.
Micromechanical Modeling of Granular Soil at Small Strain by Arrays of Elastic Spheres
The need for a micromechanical approach to modeling the stress-strain response of granular soil is discussed and justified. This work focuses on the small shear strain behavior, and investigates the validity of modeling analytically uniform, rounded-grained quartz and by arrays of identical elastic, rough, quartz spheres. As a first step, the stress-strain properties of six regular arrays of spheres are studied in some detail, with focus on isotropic and biaxial boundary loading.
Micromechanical Modeling of Granular Soil at Small Strain by Arrays of Elastic Spheres
E. Petrakis (Autor:in) / R. Dobry (Autor:in)
1987
300 pages
Report
Keine Angabe
Englisch
Energy-less strain in granular materials – Micromechanical background and modeling
| British Library Online Contents | 2016
Energy-less strain in granular materials — Micromechanical background and modeling
| British Library Online Contents | 2016
Anisotropic Elastic Moduli of Granular Assemblies from Micromechanical Approach.
| Online Contents | 1997
Numerical modeling of granular soil using random arrays of three-dimensional elastic ellipsoids
| British Library Conference Proceedings