Géotechnique, Vol. 60 N° 2. Géotechnique - Fevrier 2010
| Titre : | Géotechnique, Vol. 60 N° 2. Géotechnique - Fevrier 2010 |
| Type de document : | Bulletin |
| Paru le : | 06/09/2011 |
Dépouillements
Article : texte imprimé
C. Leblanc, Auteur ;
Houlsby, G. T., Auteur ;
B. W. Byrne, Auteur
|
The driven monopile is currently the preferred foundation type for most offshore wind farms. While the static capacity of the monopile is important, a safe design must also address issues of accumulated rotation and changes in stiffness after lo[...]
Article : texte imprimé
G. Grelle, Auteur ;
M. Guadagno, Auteur
|
In clay formations, the co-seismic reactivation of pre-existing landslides involves dynamic shear actions on sliding surfaces characterised by attritive states. Impulsive shear motions were applied, after the attainment of the fully softened and[...]
Article : texte imprimé
R. Monroy, Auteur ;
L. Zdravkovic, Auteur ;
A. Ridley, Auteur
|
The influence of fabric on mechanical behaviour is explicitly considered in some of the current constitutive models for unsaturated soils. These are based on assumptions regarding the interaction between different levels of structure, which stil[...]
Article : texte imprimé
Physical modelling of pile penetration in clay using transparent soil and particle image velocimetry
Q. Ni, Auteur ;
C. C. Hird, Auteur ;
Guymer, I., Auteur
|
A small-scale physical modelling method was developed to study the movement of clay during pile installation. The clay was simulated using a mixture of amorphous silica and mineral oil, which becomes almost transparent when the refractive indice[...]
Article : texte imprimé
A. R. Russell, Auteur ;
D. Muir Wood, Auteur
|
Three constitutive models constructed within the spirit of critical state soil mechanics are summarised and compared under conditions of axial symmetry. The models have been calibrated using drained and undrained triaxial compression tests on Ho[...]
Article : texte imprimé
J. H. Shin, Auteur
|
One of the main issues in tunnel maintenance is the hydraulic deterioration of the drainage system. In this study, simple methods to evaluate pore water pressures on existing tunnels were proposed. The methods involve an indirect and non-destruc[...]
Exemplaires(0)
| Disponibilité | ||||
|---|---|---|---|---|
| aucun exemplaire | ||||
