Submit an Article
Become a reviewer
Vol 185
Pages:
41-45
Download volume:
RUS
Article

Determination of indices of strength certificate оf rocks using the method of specimens failure with spherical indentors

Authors:
V. A. Korshunov1
Yu. M. Kartashov2
V. A. Kozlov3
About authors
  • 1 — Ph.D. Senior research assistant Saint Petersburg State Mining Institute (Technical University)
  • 2 — Ph.D., Dr.Sci. Chief Research assistant Saint Petersburg State Mining Institute (Technical University)
  • 3 — Senior research assistant Saint Petersburg State Mining Institute (Technical University)
Date submitted:
2009-07-24
Date accepted:
2009-09-16
Date published:
2010-04-22

Abstract

The method has been developed for the determination of indices of strength certificate of rocks using the technique of specimen’s failure with oncoming spherical indentors. This method is based on the assessment of ultimate stresses acting in the tensile plane and within the zones of failured rocks under action of indentors at the moment of sample splitting. Formulas were obtained for calculation of indices of strength certificate, i.e. cohesion and angles of internal friction under tensile compression and nonuniform triaxial compression, ultimate strength in uniaxial compression and tension. This method is applicable in situ conditions.

Область исследования:
(Archived) Problems in geomechanics of technologeneous rock mass
Keywords:
rocks strength certificate cohesion angle of internal friction spherical indentors
Go to volume 185

References

  1. The method for determination of strength of rocks using the specimens of irregular form/AL.Beron, M.I.Koifman,
  2. S.E.Chirkov, LA.Solomina / The Institute of miming named after A.A.Skochinski. Moscow, 1976. 40 р.
  3. Korshunov V.A. Determination of indices of volumetric strength of rocks under their loading with spherical indentors. Rock Geomechanics and Mining Surveying Saint Petersburg, Proc. VNIMI, 1999. P.70-75.
  4. Strength and deformability of rocks/Yu.M.Kartashov, B.V.Matveev, H.V.Mikheev, A.B.Fadeev. Moscow: Nedra, 1979. 269 р.
  5. Bieniawski Z.T. The point-load strength test in geotechnical practice. Engineering Geology. 9 (1975). P.1-11.

Similar articles

Investigation of stress-strain state of floor of the dividing mass of deep-lying ore mines at Тalnakh
2010 V. A. Zvezdkin, B. Yu. Zuev, V. M. Klimkina, A. G. Anokhin, T. P. Darbinyan
Mathematical modeling of deformation processes and failure in fractured rock mass
2010
The use of data on stress-strain state of rock mass in solutions of mining-and-technical tasks on the example of the Tishin ore mine
2010 Yu. A. Kashnikov, S. G. Ashikhmin, D. V. Shustov, A. I. Ananin, A. E. Fandeev
The stress-strain state of the massive of the loose ores in the Yakovlevsky deposit around the minings which were drilled with the combines or with drilling-blast technology
2010 V. I. Ochkurov, V. Yu. Sinegubov, A. V. Streletskiy
Influence of tectonic stresses and geological disturbances in rock mass on the parameters of stress-strain state around mine workings
2010 D. N. Petrov, I. S. Dolgy, V. I. Ochkurov
Financial security and structure of national interests of Russia
2010 E. N. Kondrat