Géotechnique, Vol. 62 N° 11. Géotechnique - Novembre 2012
| Titre : | Géotechnique, Vol. 62 N° 11. Géotechnique - Novembre 2012 |
| Type de document : | Bulletin |
| Paru le : | 05/12/2012 |
Dépouillements
Article : texte imprimé
M. Pirulli, Auteur ;
M. Pastor, Auteur
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The entrainment of channel-path material plays an important role during runout of many rapid landslides. Such a mechanism is able to change the mobility of a flow significantly, through rapid changes of the flow volume and rheology. The purpose [...]
Article : texte imprimé
Q. B. Liu, Auteur ;
B. M. Lehane, Auteur
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The paper examines the effect of particle shape on the end resistance measured in a series of centrifuge cone penetration tests (CPTs) conducted in four uniformly graded silica materials, each with its own distinctive particle-shape characterist[...]
Article : texte imprimé
R. Walker, Auteur ;
B. Indraratna, Auteur ;
C. Rujikiatkamjorn, Auteur
|
Vertical drains increase the rate of consolidation in soft soils by facilitating faster dissipation of excess pore water pressure through short, horizontal drainage paths. This paper presents an analytical solution for non-linear radial consolid[...]
Article : texte imprimé
R. Cardoso, Auteur ;
E. Maranha Des Neves, Auteur ;
E. E. Alonso, Auteur
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Jurassic marls from Abadia, Portugal, were used in the construction of some motorway embankments. Large fragments of this evolving material remained after the construction process, and their degradation was of concern because of the expected cha[...]
Article : texte imprimé
L. R. Alejano, Auteur ;
M. Veiga, Auteur ;
J. Taboada, Auteur
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A limit-equilibrium-based technique is proposed for the design and analysis of drystone masonry retaining walls, focusing particularly on granite walls as traditionally constructed in Galicia in northwest Spain. To date, walls have typically bee[...]
Article : texte imprimé
L. R. Alejano, Auteur ;
M. Veiga, Auteur ;
I. Gomez-Marquez, Auteur
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This paper applies the analytical limit-equilibrium technique described in the accompanying Part I of this article to the design of granite drystone masonry retaining walls. Particular attention has been paid to estimating relevant parameters fo[...]
Article : texte imprimé
M. L. Talesnick, Auteur
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An in-soil version of the null soil pressure measurement system has been used in the measurement of lateral earth pressures of granular soils for at-rest K o conditions. Four uniformly graded soils were tested, from particle diameter 0·15 mm thr[...]
Article : texte imprimé
A. Kalantidou, Auteur ;
A. M. Tang, Auteur ;
J. M. Pereira, Auteur
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The effects of temperature changes on the mechanical behaviour of heat exchanger piles need to be taken into account in geotechnical design. In this preliminary study, the behaviour of an axially loaded pile under thermal cycles was investigated[...]
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