Géotechnique, Vol. 61 N° 8. Géotechnique - Août 2011
| Titre : | Géotechnique, Vol. 61 N° 8. Géotechnique - Août 2011 |
| Type de document : | Bulletin |
| Paru le : | 17/10/2011 |
Dépouillements
Article : texte imprimé
C. K. Lau, Auteur ;
M. D. Bolton, Auteur
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The method of characteristics has been used to determine the bearing capacity of shallow foundations, in either plane-strain or axisymmetric condition. Most previous solutions for granular soils were based either on a straight (c, φ ) envelope o[...]
Article : texte imprimé
C. K. Lau, Auteur ;
M. D. Bolton, Auteur
|
Scale effects, especially stress-level effects, cause considerable confusion in the calculation of bearing capacity on granular soils. A companion paper describes a new method of calculation that explicitly allows for the variation of sec φ with[...]
Article : texte imprimé
H. E. Low, Auteur ;
M. F. Randolph, Auteur ;
T. Lunne, Auteur
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It has been reported in the literature that net cone penetration resistance is normally higher than the penetration resistance measured using full-flow cylindrical (T-bar) or spherical (ball) penetrometers, and also that the ball penetration res[...]
Article : texte imprimé
V. Krase, Auteur ;
S. Bente, Auteur ;
U. Kowalsky, Auteur
|
Conceptual modelling of municipal solid waste landfills is vital for prognosis of the long-term development and the assessment of risk potential. Landfills are considered as heterogeneous porous structures, in which flow and transport processes [...]
Article : texte imprimé
Y. Wang, Auteur
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In this paper a general reliability-based design (RBD) approach for spread foundations is developed that addresses, explicitly and simultaneously, the ultimate limit state (ULS), serviceability limit state (SLS), reliability and economic require[...]
Article : texte imprimé
Ronald Y. S. Pak, Auteur ;
J. C. Ashlock, Auteur ;
S. Kurahashi, Auteur
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A fundamental experimental research programme on the dynamic behaviour of surface foundations on sand in general planar motion and the use of centrifuge modelling in soil–structure interaction studies is presented. Pursued with the dual purpose [...]
Article : texte imprimé
J. C. Chai, Auteur ;
P. M. A. Agung, Auteur ;
T. Hino, Auteur
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A method for estimating the hydraulic conductivity of soils from piezocone penetration tests is suggested in this paper. By invoking Darcy's law over the finite time required for an increment of cone penetration, it is argued that there will be [...]
Article : texte imprimé
M. Jefferies, Auteur ;
D. Shuttle, Auteur
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Stress dilatancy provides a fundamental flow rule for constitutive models and several variations on the framework have similar operational performance. However, regardless of idealisation adopted for stress dilatancy, the scaling coefficient evo[...]
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