 |
Vol. 20 N°3 - Géotechnique Septembre 1970 |
Vol. 20 N°2 - Géotechnique Juin 1970 |
Vol. 20 N°1 - Géotechnique Mars 1970 |
Vol. 19 N°3 - Géotechnique Septembre 1969 |
Géotechnique, Vol. 39 N°1. Géotechnique - Mars 1989
| Titre : | Géotechnique, Vol. 39 N°1. Géotechnique - Mars 1989 |
| Type de document : | Bulletin |
| Paru le : | 18/06/2007 |
Dépouillements
Article : texte imprimé
T. R. Harper, Auteur ;
N. C. Last, Auteur
|
Distinct element modelling of naturally fractured reservoirs is used to investigate changes of hydraulic conductivity induced by fluid injection. General conclusions are drawn relating to the effects of uniform changes of pore pressure on conduc[...]
Article : texte imprimé
A. M. Britto, Auteur ;
C. Savvidou, Auteur ;
D. V. Maddocks, Auteur
|
Britto (1984) presented a finite element formulation to analyse the coupled heat transfer–consolidation problem for a saturated fine-grained elastic soil. The formulation was validated by comparing it with analytical solutions for a soil layer h[...]
Article : texte imprimé
R. L. Michalowski, Auteur
|
A three-dimensional slope stability analysis for drained frictional-cohesive material based on the upper-bound technique of limit analysis is presented. A rigid-block toe or above-the-toe collapse mechanism is considered, with energy dissipation[...]
Article : texte imprimé
A. Verruijt, Auteur ;
A. P. Kooijman, Auteur
|
A numerical model for a laterally loaded pile in a horizontally layered elastic continuum is presented. Starting from the notion that horizontal displacements dominate the displacement field of the soil around the pile, a quasi-three-dimensional[...]
Article : texte imprimé
G. E. Blight, Auteur ;
M. S. W. Dane, Auteur
|
A gravity separation plant at a mine on the west coast of South Africa is flanked by a complex of reinforced earth walls having a maximum overall height of 41 m. Eighteen months after construction had been completed, it was discovered that the g[...]
Article : texte imprimé
D. R. Carder, Auteur ;
I. F. Symons, Auteur
|
For embedded retaining walls in clay the critical design condition normally occurs in the long term when pore-water equilibrium has been achieved under the new stress regime near to the wall. This Paper presents the results of a field study of t[...]
Article : texte imprimé
N. C. Koutsabeloulis, Auteur ;
D. V. Griffiths, Auteur
|
The trap door problem is a useful model for providing a clearer understanding of the stress distribution around civil engineering structures such as anchor plates and tunnels. The passive mode can be used either to compute the uplift force of an[...]
Article : texte imprimé
B. L. Kutter, Auteur ;
R. G. James, Auteur
|
Centrifuge modelling is a valuable means for obtaining data to study the response of geotech-nical structures to infrequent or extreme events such as earthquakes. The results of a study of five clay embankments subjected to 23 simulated earthqua[...]
Article : texte imprimé
T. W. Miller, Auteur ;
J. M. Hamilton, Auteur
|
A general failure mechanism, which is incorporated in an upper-bound analysis procedure and involves both continuous deformation and rigid-body rotation, has been developed. Analyses with this mechanism result in improved predictions for the des[...]
Article : texte imprimé
K. M. Lee, Auteur ;
R. K. Rowe, Auteur
|
Elastoplastic finite element analyses were performed to determine the effects of elastic anisotropy on surface settlements caused by a uniform surface loading and by tunnelling. For typical ranges of elastic cross-anisotropic parameters, the eff[...]
Article : texte imprimé
J. R. Feldkamp, Auteur
|
Article : texte imprimé
J. P. Dempsey, Auteur ;
H. Li, Auteur
|
Article : texte imprimé
M. P. O'Reilly, Auteur ;
S. F. Brown, Auteur ;
R. F. Overy, Auteur
|
Article : texte imprimé
F. J. Griffiths, Auteur ;
R. C. Joshi, Auteur
|
Article : texte imprimé
Gibson, R. E., Auteur ;
R. L. Schiffman, Auteur ;
R. V. Whitman, Auteur
|
Exemplaires(0)
| Disponibilité | ||||
|---|---|---|---|---|
| aucun exemplaire | ||||
