Géotechnique, Vol. 61 N° 3. Géotechnique - Mars 2011
| Titre : | Géotechnique, Vol. 61 N° 3. Géotechnique - Mars 2011 |
| Type de document : | Bulletin |
| Paru le : | 10/07/2011 |
Dépouillements
Article : texte imprimé
N. Chang, Auteur ;
G. Heymann, Auteur ;
C. Clayton, Auteur
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Undisturbed sampling of gold tailings, especially under the water table, is difficult and in many cases impossible. For this reason laboratory testing of tailings is generally conducted on reconstituted material. It has been shown that laborator[...]
Article : texte imprimé
G.-S. Hwang, Auteur ;
Chen, C. H., Auteur
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Earthquakes have damaged harbour structures, both recently and historically. Vivid examples are provided by two recent events: the Kobe earthquake (Ml = 7·2, 1995), involving Kobe port, Port Island, Rokko Island and Fukae Island in Japan; and th[...]
Article : texte imprimé
In this study, a series of incremental loading oedometer tests and microscopic observations is carried out in order to investigate the influence of sand/bentonite fractions on hydraulic conductivity and compressibility. If sand particles do not [...]
Article : texte imprimé
T. Y. K. Ho, Auteur ;
R. J. Jardine, Auteur ;
N. Anh-Minh, Auteur
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A systematic study is reported of the behaviour of graded silica sands and a silica rock flour silt, sheared against steel interfaces. Ring shear experiments investigated the influences of interface position, displacement scale, normal stress le[...]
Article : texte imprimé
L. Yu, Auteur ;
J. Liu, Auteur ;
X.-J. Kong, Auteur
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Although the pullout capacity of plate anchors in clay has been studied extensively, the results considering the coupling effects of anchor inclination, clay non-homogeneity and self-weight are relatively rare. In the present paper, finite-eleme[...]
Article : texte imprimé
Article : texte imprimé
S. Gourvenec, Auteur ;
S. Barnett, Auteur
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Three-dimensional failure envelopes can be used to define the bearing capacity and proximity to failure of shallow foundations under general vertical, horizontal and moment loading (V, H, M/B). Different structures, and different load cases for [...]
Article : texte imprimé
O. Buzzi, Auteur ;
A. Giacomini, Auteur ;
S. Fityus, Auteur
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Soil swelling is a complex phenomenon resulting from adsorption of water onto the surface of clay platelets. It is influenced by procedural, environmental and structural factors. In particular, the initial hydration state of a soil (expressed in[...]
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