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COMPARATIVE ANALYSIS OF COHESION COEFFICIENTS AND INTERNAL FRICTION ANGLES OF ROCKS DEPENDING ON THE FUNCTIONAL TYPE OF THE MOHR-COULOMB ENVELOPE.

P. I. Tsoi

First published: 2019-06-20https://doi.org/10.5593/sgem2019/1.3/s03.015View metrics

Abstract

The strength chart of rocks is an important characteristic in the development of minerals, the design of various geo-engineering structures. In its construction, the strength data of laboratory mechanical experiments are used, which include indirect or direct tensile, uniaxial compression, and triaxial compression according to the Karman's scheme. The necessary minimum information is the data from the first two types of test. Mohr-Coulomb circles are constructed for each specimen in the coordinate system "shear stress - normal stress". Then the envelope to circles is obtained, it's the so-called strength chart of rocks. According to the latter, the friction coefficient and the angle of internal friction are determined. In this paper, a comparative analysis of the last two characteristics is carried out depending on the linear or nonlinear representation of the envelope as a functional dependence of the shear stress on the normal stress. The calculations were based on reference data on the ultimate strength for uniaxial compression and tension of rocks. Linear dependence was constructed as a tangent, carried out to two Mohr-Coulomb circles, and non-linear - in the form of a fractional-irrational expression, which is recommended by the domestic standard.

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Title
COMPARATIVE ANALYSIS OF COHESION COEFFICIENTS AND INTERNAL FRICTION ANGLES OF ROCKS DEPENDING ON THE FUNCTIONAL TYPE OF THE MOHR-COULOMB ENVELOPE.
Authors
P. I. Tsoi
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 19th SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings19th, Science and Technologies in Geology, Exploration And Mining
Publisher
STEF92 Technology
Year
2019
Pages
119-126
SWS Citekey
Tsoi20193119126
ISSN
1314-2704
ISBN
978-619-7408-78-2
Language
en
Publication type
Conference Paper
Keywords
References7
  1. GOST 21153.2-84. Rocks. Methods for determining the ultimate strength under uniaxial compression. - Russian Federation, 1984.

  2. GOST 21153.3-85. Rocks. Methods for determining the tensile strength under uniaxial tension. - Russian Federation, 1985.

  3. ASTM D 7012-04. Standard test method for compressive strength and elastic moduli of intact rock core specimens under varying states of stress and temperatures. — 8 p.

  4. ASTM D 3967-95a. Standard test method for splitting tensile strength of intact rock core specimens. — 3 p.

  5. Karkashadze G. G. Mechanical destruction of rocks, Russia, 2004, 222 p.

  6. Melnikov N.V., Rzhevsky V.V., Protodyakonov M.M. Reference book (cadastre) of the physical properties of rocks, Russia, 1975, 279 p.

  7. GOST 21153.8-88. Rocks. Methods for determining ultimate strength under conventional triaxial compression. - Russian Federation, 1988.

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