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Izvestiya of Saratov University. Mathematics. Mechanics. Informatics, 2010, Volume 10, Issue 2, Pages 59–65
DOI: https://doi.org/10.18500/1816-9791-2010-10-2-59-65 (Mi isu22) 		 
Mechanics

Stability of vertical mountain developments in elastic-viscous-plastic files with porous structure

D. V. Gotseva, A. N. Stasjukb

a Military Aviation Engineering University, Voronezh, Chair of Mathematics
b Voronezh State University, Chair of Theoretical and Applied Mechanics
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DOI: https://doi.org/10.18500/1816-9791-2010-10-2-59-65
Abstract: The mathematical model of the basic intense-deformed condition of the vertical mountain development, considering elastic-viscous-plastic properties of a file, and also porous structure of a material is constructed. Within the limits of the exact three-dimensional stability equations stability of the basic condition of vertical development in files of rocks with the compressed time is investigated. The estimation of influence on size of critical pressure of parametres of hills is given.
Key words: porous materials with difficult reology of the compressed skeleton, cylindrical mountain developments, intense-deformed condition, exact three-dimensional the stability equations, stability of the basic condition.
Document Type: Article
UDC: 539.374
Language: Russian
Citation: D. V. Gotsev, A. N. Stasjuk, “Stability of vertical mountain developments in elastic-viscous-plastic files with porous structure”, Izv. Saratov Univ. Math. Mech. Inform., 10:2 (2010), 59–65
Citation in format AMSBIB
\Bibitem{GotSta10}
\by D.~V.~Gotsev, A.~N.~Stasjuk
\paper Stability of vertical mountain developments in elastic-viscous-plastic files with porous structure
\jour Izv. Saratov Univ. Math. Mech. Inform.
\yr 2010
\vol 10
\issue 2
\pages 59--65
\mathnet{http://mi.mathnet.ru/isu22}
\crossref{https://doi.org/10.18500/1816-9791-2010-10-2-59-65}
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