Cyclic macro-element for soil-structure interaction: Material and geometrical non-linearities

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 25, Issue 13, 2001, Pages 1257-1284

  Cremer, Cécile ^a,b   Pecker, Alain ^a   Davenne, Luc ^a  

^a Geodynamique et Structure   (France)

^b Grande Voie des Vignes   (France)

Author keywords

Macro element; Plasticity; Shallow foundation; Soil structure interaction; Uplift

Indexed keywords

BEARING CAPACITY; FAILURE ANALYSIS; FINITE ELEMENT METHOD; LOAD TESTING; PLASTICITY;

COHESIVE SOILS;

SOIL STRUCTURE INTERACTIONS;

COHESIVE SOIL; CYCLIC LOADING; FOUNDATION; MODEL; SOIL-STRUCTURE INTERACTION;

EID: 0035504121     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.175     Document Type: Article

References (22)

1. The bearing capacity of foundations under eccentric and inclined loads
2. Bearing capacity of shallow foundations
3. A complete three-dimensional failure envelope for shallow footings on sand
4. Ultimate bearing capacity of shallow foundations under inclined and eccentric loads. Part I: Purely cohesive soil
5. Ultimate bearing capacity of shallow foundations under inclined and eccentric loads. Part II: Purely cohesive soil without tensile strength
6. Seismic bearing capacity of shallow strip foundations on dry soils
7. Undrained limit analysis for combined loading of strip footings on clay
8. The bearing capacity of a strip footing on clay under combined loading
9. Settlements of shallow foundations on sand
10. Plastic response of circular footings on sand under general planar loading
11. Dynamic behavior of rocking structures allowed to uplift
12. Anisotropic undrained stress-strain behaviour of clays
13. The effect of increasing strength with depth on the bearing capacity of clays
14. Capacité portante des semelles filantes
15. Foundations vibrations
16. Analytical formulae for the seismic bearing capacity of shallow strip foundations
17. Elaboration d'un macro-élément d'interaction sol-structure avec prise en compte du décollement de la fondation
18. Elaboration of a soil-structure macro-element for foundation uplift