Journal of geotechnical and geoenvironmental engineering, Vol. 137 N° 6. Journal of geotechnical and geoenvironmental engineering - Juin 2011
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 137 N° 6. Journal of geotechnical and geoenvironmental engineering - Juin 2011 |
| Type de document : | Bulletin |
| Paru le : | 11/09/2011 |
Dépouillements
Article : texte imprimé
Christopher R. McGann, Auteur ;
Pedro Arduino, Auteur ;
Peter Mackenzie-Helnwein, Auteur
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This paper presents a kinematic analysis of a single pile embedded in a laterally spreading layered soil profile and discusses the relevancy of conventional analysis models to this load case. The research encompasses the creation of three-dimens[...]
Article : texte imprimé
Hyeong-Joo Kim, Auteur ;
Jose Leo C. Mission, Auteur
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A modified procedure is presented in this study to evaluate the equivalent top-down load-displacement curve in a bottom-up pile load test considering elastic shortening. On the basis of the results of a parametric study on a bored pile in normal[...]
Article : texte imprimé
The reliability of surface-wave tests for the evaluation of VS,30 in seismic site characterization is assessed with respect to both uncertainty and accuracy. The discussion of uncertainty is mainly focused on the implications of solution nonuniq[...]
Article : texte imprimé
Junhwan Lee, Auteur ;
Mark F. Randolph, Auteur
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Estimation of spudcan penetration resistance is an important design step to guarantee the stability and functionality of offshore mobile jack-up units. Dependence on in situ penetrometer test data to evaluate the stratigraphy and resulting spudc[...]
Article : texte imprimé
H. G. Brandes, Auteur ;
I. N. Robertson, Auteur ;
G. P. Johnson, Auteur
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Deeply weathered lava flows of oceanic basalt reflect the mode and sequence of volcanic deposition, parent mineralogy, and postdepositional erosional and weathering processes. In turn, these are controlled by geology, geography, and climate. One[...]
Article : texte imprimé
A. Bezuijen, Auteur ;
R. te Grotenhuis, Auteur ;
A. F. Van Tol, Auteur
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A conceptual, analytical model has been developed to describe the fracture grouting process in sand. The objective of the model is to improve understanding about this process in sand and to model propagation of the fractures. The results can be [...]
Article : texte imprimé
Pornkasem Jongpradist, Auteur ;
Sompote Youwai, Auteur ;
Chai Jaturapitakkul, Auteur
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Portland cement is widely used for the improvement of soft clay in many applications and construction methods. Because of the high initial water content of in situ soft clay, the additional water in the cement slurry to be mixed, and the added a[...]
Article : texte imprimé
Nilo Cesar Consoli, Auteur ;
Pedro Domingos Marques Prietto, Auteur
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Lime treatment is an attractive technique for soil improvement in the construction of rail tracks and pavement layers, in slope protection of earth dams, and as a support layer for shallow foundations. However, there are no dosage methodologies [...]
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