Study of evolution of shear band systems in sand retained by flexible wall

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 25, Issue 9, 2001, Pages 909-932

  Leśniewska, Danuta ^a   Mróz, Zenon ^b  

^a INSTITUTE OF HYDRO ENGINEERING   (Poland)

^b INSTITUTE OF FUNDAMENTAL TECHNOLOGICAL RESEARCH   (Poland)

Author keywords

Elastic wall; Limit equilibrium; Model tests; Shear bands; Softening

Indexed keywords

COMPUTER SIMULATION; SHEAR DEFORMATION;

COULOMB WEDGE ANALYSIS;

SHEAR WALLS;

DEFORMATION; DREDGING; MODEL TEST; SAND; SHEAR BAND; SOIL MECHANICS;

EID: 0035839140     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.160     Document Type: Article

References (18)

1. Bifurcation analysis in geomechanics
2. Objective localization criterion and behavior for finite deformation plasticity - A Lagrangian formulation
3. An investigation on the uniqueness of the incremental response of elastoplastic models for virgin sand
4. The influence of material non-uniformity preceding shear band formation in a model for granular flow
5. Deformation of water-saturated sand: I. Uniform undrained deformation and shear banding
6. Deformation of water-saturated sand: II. Effect of pore water flow and shear banding
7. Shear band formation in sand according to non-coaxial plasticity model
8. Localization problems in plasticity using finite elements with adaptive remeshing
9. Post-critical response of soils and shear band evolution
10. Loss of uniqueness and shear band in associative and non-assotiative plasticity
11. The thickness of shear bands in granular materials
12. Strain localisation and periodic fluctuations in granular flow processes from hoppers
13. Limit equilibrium approach to study evolution of shear band systems in soils
14. Soil deformations near cantilever sheet pile walls
15. Combined active and passive rotational failure of a retaining wall in sand
16. Soil deformation near anchored sheet-pile walls