The method of analysis stress-and-strain state of a rock massif with regard to nonlinear character of straining process

A. P. Gospodarikov; M. V. Maksimenko

Vol 205

Pages:

60-63

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Article

The method of analysis stress-and-strain state of a rock massif with regard to nonlinear character of straining process

Authors:

A. P. Gospodarikov¹

M. V. Maksimenko²

About authors

1 — Ph.D., Dr.Sci. professor National Mineral Resources University (Mining University)
2 — post-graduate student National Mineral Resources University (Mining University)

Date submitted:

2012-12-12

Date accepted:

2013-02-23

Date published:

2013-12-23

Abstract

The nonlinear problem of analysis of the stress-and-strain state of rock massif is discussed. The numerical algorithm analysis of the stress-strain state of a massif, which includes a set of computational methods, is suggested.

Область исследования:

(Archived) Geotechnology issues

Keywords:

physical nonlinearity Newton – Kontorovich – Raphson linearization method

Funding:

None

References

Vyalov S.S. Rheological fundamentals of soil mechanics: Training manual for building high schools. Moscow, 1978. 447 с.
Geomechanics: Textbook for universities / I.V. Baklashov, B.A. Kartozia, A.N. Shashenko, V.N. Borisov. Moscow, 2004. Vol.2. 249 с.
Gospodarikov A.P. Method of calculation of nonlinear problems of rock mechanics in underground mining of bedded deposits. Saint Petersburg, 1999. 129 с.

The method of analysis stress-and-strain state of a rock massif with regard to nonlinear character of straining process

Abstract

References

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