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The porous medium was modelled by a fixed bed of porous spherical particles; the hydrodynamic regime of water through the soil columns was determined.
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In this study, the effects of elastic damage and the attendant alterations in the hydraulic conductivity characteristics of the poroelastic medium are modelled.
Elastic medium is modeled by Winkler foundation model.
The resurroundingrm that in most caselastict mediumand MorisTanaka modeledase the same accuracy for Pasternakg the vibration characteristics ofoundationls.
It is assumed that the elastic medium is modeled as Pasternak elastic medium.
The surrounding elastic medium is modeled by orthotropic temperature-dependent elastomeric medium.
It is assumed that the elastic medium is modeled as Pasternak elastic foundation.
It was assumed that the elastic medium is modeled as the Pasternak elastic foundation.
The elastic medium is modeled as Pasternak's two-parameter elastic foundations.
The surrounding elastic medium is modeled as the two-parameter elastic foundation.
In GLFEM, the structure and part of the surrounding medium are modeled by conventional finite elements.
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