A variational approach for the deformation of a saturated porous solid. A second-gradient theory extending Terzaghi's effective stress principle

Archive of Applied Mechanics

Volumn 70, Issue 5, 2000, Pages 323-337

  Dell'Isola, F ^a   Guarascio, M ^a   Hutter, K ^b  

^a SAPIENZA UNIVERSITY OF ROME   (Italy)

^b DARMSTADT UNIVERSITY OF TECHNOLOGY   (Germany)

Author keywords

Porosity; Principle of virtual power; Salt rock; Saturated soil water mixture; Second gradient theory; Static permeability

Indexed keywords

EID: 0001589523     PISSN: 09391533     EISSN: None     Source Type: Journal    
DOI: 10.1007/s004199900020     Document Type: Article

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