Auteur H.-S. Yu
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Documents disponibles écrits par cet auteur (3)
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Article : texte imprimé
Piled embankments rely upon arching of the embankment material onto underlying piles, thus potentially significantly reducing load on the soft subsoil that more generally prevails beneath the embankment. Finite-element modelling of a piled emban[...]![]()
Article : texte imprimé
S. F. Brown, Auteur ; H.-S. Yu, Auteur ; S. Juspi, Auteur |Experiments involving the application of moving-wheel loads to a series of two- and three-layered pavement systems, involving various soils and unbound granular materials, were used to determine the applied contact pressure ranges within which t[...]


