Limit equilibrium approach to study the evolution of shear band systems in soils

Geotechnique

Volumn 50, Issue 5, 2000, Pages 521-536

  Lesniewska, D ^a   Mroz, Z ^b  

^a INSTITUTE OF HYDRO ENGINEERING   (Poland)

^b INSTITUTE OF FUNDAMENTAL TECHNOLOGICAL RESEARCH   (Poland)

Author keywords

Deformation; Failure; Limit state analysis; Model tests; Retaining walls; Sands

Indexed keywords

DEFORMATION; FAILURE ANALYSIS; INTERNAL FRICTION; MATHEMATICAL MODELS; RETAINING WALLS; SAND; SHEAR STRENGTH; STRUCTURAL ANALYSIS;

PLASTIC SOFTENING; SHEAR BAND SYSTEMS;

SOIL MECHANICS;

DEFORMATION; FAILURE MECHANISM; LIMIT ANALYSIS; RETAINING WALL; SAND; SHEAR; SOIL MECHANICS;

EID: 0034302229     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2000.50.5.521     Document Type: Article

References (14)

1. The strength and dilatancy of sands
2. Soil deformations near cantilever sheet pile walls
3. Strain localization and periodic fluctuations in granular flow processes from hoppers
4. Post-critical response of soils and shear band evolution
5. Soil deformations near anchored sheet-pile walls
6. Combined active and passive rotational failure of a retaining wall in sand
7. Failure modes and bearing capacity of reinforced soil retaining walls