Géotechnique, Vol. 61 N° 6. Géotechnique - Juin 2011
| Titre : | Géotechnique, Vol. 61 N° 6. Géotechnique - Juin 2011 |
| Type de document : | Bulletin |
| Paru le : | 17/07/2011 |
Dépouillements
Article : texte imprimé
A. S. Wahid, Auteur ;
A. Gajo, Auteur ;
R. Di Maggio, Auteur
|
The results of laboratory tests on chemo-mechanical interactions in kaolinite samples prepared with inorganic, salt, acid and base solutions are presented. In particular, the effects of the different solutions on the liquid limit, one-dimensiona[...]
Article : texte imprimé
A. S. Wahid, Auteur ;
A. Gajo, Auteur ;
R. Di Maggio, Auteur
|
Continuing from part 1 of this paper, the results of laboratory tests on chemo-mechanical interactions in kaolinite subjected to the diffusion of inorganic, salt, acid and base solutions under an applied stress state are presented. Chemical anal[...]
Article : texte imprimé
F. N. Altuhafi, Auteur ;
M. R. Coop, Auteur
|
It is commonly accepted that the onset of particle breakage in sands during compression marks the start of yielding. Although particle breakage is strongly associated with the tensile strength of a single soil grain, initial density and initial [...]
Article : texte imprimé
G. Modoni, Auteur ;
J. Koseki, Auteur ;
L. Q. Anh Dan, Auteur
|
The positive effect of artificial densification on the stress–strain performance of granular materials is acknowledged from very ancient times but its importance greatly increased after the development of powerful machineries for the constructio[...]
Article : texte imprimé
P. J. Bourne-Webb, Auteur ;
D. M. Potts, Auteur ;
D. Konig, Auteur
|
As part of a wider project investigating the implications of Eurocode 3, Design of steel structures – Part 5: Piling, centrifuge testing of model sheet pile walls and numerical back-analysis were undertaken. The aims of the study were to examine[...]
Article : texte imprimé
F. Tallavo, Auteur ;
G. Cascante, Auteur ;
Pandey, M. D., Auteur
|
The pulse velocity test (PVT) is an ASTM standard for the dynamic characterisation of geomaterials such as stiff clays, cemented sands, rooks and concrete. The PVT is based on the first arrival of the compressional wave. The analysis of full wav[...]
Article : texte imprimé
C. W.W. Ng, Auteur ;
H. N. Wong, Auteur ;
Y. M. Tse, Auteur
|
It is well recognised that field measurements of stress-dependent soil–water characteristic curves (SDSWCCs) and the permeability function (coefficient of permeability with respect to the water phase) are vital for assessing transient seepage, p[...]
Article : texte imprimé
J. J. Nader, Auteur
|
The present analysis takes into account the acceleration term in the differential equation of motion to obtain exact dynamic solutions concerning the groundwater flow towards a well in a confined aquifer. The results show that the error containe[...]
Article : texte imprimé
M. Arroyo, Auteur ;
J. Butlanska, Auteur ;
A. Gens, Auteur
|
A virtual calibration chamber was built using a three-dimensional model based on the discrete-element method. The chamber was then filled with a scaled granular equivalent of Ticino sand, the material properties of which were selected by curve-f[...]
Exemplaires(0)
| Disponibilité | ||||
|---|---|---|---|---|
| aucun exemplaire | ||||
