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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°2. Géotechnique - Juin 1989
| Titre : | Géotechnique, Vol. 39 N°2. Géotechnique - Juin 1989 |
| Type de document : | Bulletin |
| Paru le : | 18/06/2007 |
Dépouillements
Article : texte imprimé
A. B. Fourie, Auteur ;
D. M. Potts, Auteur
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The design of embedded cantilever retaining walls is often based on approximate limit equilibrium calculations. In this Paper the results of a limit equilibrium approach are compared with the results of a finite element study. Predictions of bot[...]
Article : texte imprimé
P. De Buhan, Auteur ;
R. Mangiavacchi, Auteur ;
R. Nova, Auteur
|
The increasing use of the reinforced earth technique in geotechnical engineering requires the development of reliable and practical yield design methods for reinforced earthworks. The method presented in this Paper originates from the idea that,[...]
Article : texte imprimé
Y. K. Chow, Auteur
|
A numerical procedure is presented to study the behaviour of axially loaded piles and pile groups embedded in a cross-anisotropic soil, with isotropy as a special case. The soil profile may be homogeneous or heterogeneous. A parametric study is [...]
Article : texte imprimé
J. D. Murff, Auteur ;
D. A. Wagner, Auteur ;
M. F. Randolph, Auteur
|
Penetration of a pipe into cohesive soil is an important consideration in offshore pipeline engineering, especially as such penetration affects on-bottom stability of the pipeline. If the soil is described as a perfectly plastic cohesive materia[...]
Article : texte imprimé
Article : texte imprimé
A. Cividini, Auteur ;
G. Gioda, Auteur
|
Some drawbacks affecting the variable mesh finite element solution of unconfined flow problems are discussed and a procedure is suggested aimed at avoiding them in steady state and transient analyses. In particular, it is shown that the results [...]
Article : texte imprimé
R. Bellotti, Auteur ;
V. Ghionna, Auteur ;
M. Jamiolkowski, Auteur
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The pressuremeter is a unique method for assessing directly the in situ shear stiffness of soils. However, the correct interpretation and application of the measured modulus must account for the relevant stress and strain level acting around the[...]
Article : texte imprimé
M. Manassero, Auteur
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A simple numerical method to obtain the complete stress and strain paths during a drained self-boring pressuremeter test in sand is presented. Plane strain conditions and a material behaviour according to Rowe's (1962, 1972) dilatancy theory are[...]
Article : texte imprimé
R. A. Jewell, Auteur
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Experimental data from unreinforced direct shear tests on sand are presented to show the influence of the boundary conditions on the test measurements. The data and the theoretical considerations of the loading in the test show that a symmetrica[...]
Article : texte imprimé
J. A. Sladen, Auteur
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Considerable attention has been given to the inference of sand density from indirect tests, particularly the cone penetration test (CPT). Data from tests performed in large-scale chambers have demonstrated that for a given sand there is an appro[...]
Article : texte imprimé
S. J. Wheeler, Auteur ;
T. N. Gardner, Auteur
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A conceptual model for soils containing large gas bubbles is analysed to provide theoretical expressions for the drained and undrained elastic moduli. Experimental values of the undrained moduli, measured in triaxial tests at large strains, show[...]
Article : texte imprimé
T. Collotta, Auteur ;
R. Cantoni, Auteur ;
U. Pavesi, Auteur
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Article : texte imprimé
M. Maksimović, Auteur
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