Auteur J. A. Knappett
Documents disponibles écrits par cet auteur (6)
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Article : texte imprimé
J. A. Knappett, Auteur ; M. J. Brown, Auteur ; M. F. Bransby, Auteur |Grillage foundations are an alternative to solid surface mudmats for supporting seabed infrastructure, offering improved hydrodynamic performance and savings in foundation material. Recent research has demonstrated that grillages can be designed[...]
Article : texte imprimé
J. A. Knappett, Auteur ; S. P.G. Madabhushi, Auteur |This paper presents the results of a series of dynamic centrifuge tests that were conducted for 2×2 pile groups in a three-layer laterally spreading soil profile consisting of a nonliquefiable cohesive crust overlying loose, liquefiable sand, ov[...]
Article : texte imprimé
J. A. Knappett, Auteur ; S. Mohammadi, Auteur ; C. Griffin, Auteur |In this paper, the kinematic forces which may be applied to bridge piers or pile caps from laterally spreading surficial cohesive soil layers (nonliquefied crusts) through which they pass are considered. Such forces often represent the largest l[...]
Article : texte imprimé
J. A. Knappett, Auteur ; S. P. Madabhushi, Auteur |The results of a series of dynamic centrifuge tests on model pile groups in (level) liquefied and laterally spreading soil profiles are presented. The piles are axially loaded at typical working loads, which has enabled liquefaction-induced sett[...]
Article : texte imprimé
J. A. Knappett, Auteur ; S. P. Madabhushi, Auteur |The results of a series of dynamic centrifuge tests on model pile groups in (level) liquefied and laterally spreading soil profiles are presented. The piles are axially loaded at typical working loads, which has enabled liquefaction-induced sett[...]
Article : texte imprimé
Small-scale modeling of reinforced concrete structural elements for use in a geotechnical centrifuge
J. A. Knappett, Auteur ; C. Reid, Auteur ; S. Kinmond, Auteur |This paper discusses the modeling of reinforced concrete structural elements for use in geotechnical centrifuge modeling of soil-structure interaction problems. Centrifuges are employed in geotechnical modeling so that the nonlinear constitutive[...]
