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Ensaios triaxiais dinamicos sobre amostras indeformadas de um solo colapsivel
(Revista de Engenharia e Ciencias Aplicadas, 1994-12-01) [Artigo]
Tests were carried out with samples from two depths of a vertical soil profile. The results indicate that the permanent deformation characteristics of the soil are dependent on their depth in the vertical profile and on ...
Solid mass falling into the reservoirs shallow water equations validity from the engineering point of view
(Revista de la Facultad de Ingenieria, 1998-12-01) [Artigo]
Water waves generated by a solid mass is a complex phenomenon discussed in this paper by numerical and experimental approaches. A model based on shallow water equations with shocks (Saint Venant) has developed. It can ...