Geodesic
Darcy's law and equation of consolidation
Theoretical and applied mechanics, Tome 15 (1989) no. 1, p. 67

Voir la notice de l'article provenant de la source eLibrary of Mathematical Institute of the Serbian Academy of Sciences and Arts

The mechanical behavior of a deformed, porous, saturated or partially saturated skeleton with fluid is important in many engineering applications (soil mechanics, oil industry, ...). In this article the porous, saturated and unsaturated medium is examined as a two-phase or three-phase mixture, respectively. We formulate the balance equations for each phase separately. Then, using the dissipated inequalities, written for a mixture as a totality, the nonlinear constitutive law is deduced. In the second part of the article we deduce Darcy's law and the consolidation equation by this medium. 
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     author = {D. Kuzmanovi\'c},
     title = {Darcy's law and equation of consolidation},
     journal = {Theoretical and applied mechanics},
     pages = {67 },
     publisher = {mathdoc},
     volume = {15},
     number = {1},
     year = {1989},
     language = {en},
     url = {http://geodesic.mathdoc.fr/item/TAM_1989_15_1_a6/}
}
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D. Kuzmanović. Darcy's law and equation of consolidation. Theoretical and applied mechanics, Tome 15 (1989) no. 1, p. 67 . http://geodesic.mathdoc.fr/item/TAM_1989_15_1_a6/