Numerical analysis of pile behaviour under lateral loads in layered elastic-plastic soils

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 26, Issue 14, 2002, Pages 1385-1406

  Yang, Zhaohui ^a   Jeremić, Boris ^a  

^a University of California   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY DEPOSITS; FINITE ELEMENT METHOD;

LAYERING EFFECTS;

SOILS;

ELASTOPLASTICITY; FINITE ELEMENT METHOD; LOADING; PILE RESPONSE;

EID: 0037058728     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.250     Document Type: Article

References (16)

1. Three dimensional analysis of a pile-group foundation
2. Finite element analysis of mechanisms of pile group behavior
3. Three dimensional finite element model of laterally loaded piles
4. Numerical experiments into group effects on the response of piles to lateral loading
5. Some numerical experiments with a three dimensional finite element model of a laterally loaded pile
6. Three-dimensional nonlinear study of piles
7. 3-D finite element analyses of the ultimate behaviour of laterally loaded cast-in-place concrete piles
8. 3-d elasto-plastic finite element analysis of pile foundations subjected to lateral loading
9. Centrifuge testing of large laterally loaded pile groups in sands
10. Numerical analysis of laterally loaded 3 × 3 to 7 × 3 pile groups in sands
11. Template elastic-plastic computations in geomechanics
12. Re-examination of p-y curve formulations
13. Development of p-y curves for layered soils