Submit an Article
Become a reviewer
Vol 156
Pages:
44-46
Download volume:

Rock structure and scale effect

Authors:
A. N. Stavrogin
About authors
  • G.V. Plekhanov Saint Petersburg Mining University
Date submitted:
2003-06-07
Date accepted:
2003-07-09
Date published:
2004-01-01

Abstract

Under conditions of uniaxial compression at strain rate variation from 10 +2 to 10 -8 s -1, samples of natural rock salt were investigated for strength. For the first time, a 40% drop in strength in the range of high speeds and a decrease in the work of fracture by tens of times were found, which contradicts the kinetic concepts. Experiments carried out on salt samples artificially produced by pressing at a pressure of 700 MPa showed good agreement with kinetic representations. The difference in the properties of natural salt and artificially prepared samples is explained by the difference in their structure: natural salt is characterized by a large scattering of structural crystallite sizes.

Go to volume 156

References

  1. Ставрогин А.Н. Экспериментальная физика и механика горных пород / А.Н.Ставрогин, Б.Г.Тарасов. СПб: Наука, 2001. 342 с.

Similar articles

Application of quantum effects to create measurement standards of physical quantities
2004 R.-B.B. Stanislavichyus
Ergonomic assessment of surveying tools
2004 V. V. Zverevich, E. I. Novikova, Yu. V. Plotnikova
Mathematical modeling of the action of explosive stress waves on mine workings
2004 V. V. Karpenko, A. V. Karpenko, G. A. Kolton
Sonars for measuring the depth of blast wells
2004 V. A. Golovanov
Use of GIS-technologies for zoning the territory of Frunzensky District of St. Petersburg
2004 V. A. Kiselev, E. V. Semeoshenkova
Development of St. Petersburg subway tunnel lining stress-strain state during operation
2004 M. O. Lebedev