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

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:
2004-09-09

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.

Область исследования:
(Archived) Modern problems of geomechanics and geotechnology
Funding:

None

Go to volume 156

Similar articles

Methodology for evaluating the stability of viscoplastic rocks in the walls of deep wells
2004 L. K. Gorshkov, V. G. Gorelikov
Designing parameters of drilling fluids and flushing regimes during well drilling
2004 I. E. Dolgii
A century of life dedicated to the formation and development of domestic surveying (on the 100th anniversary of the birth of Ivan N. Ushakov)
2004 V. N. Gusev
Evaluation of the influence of the blast pulse on the parameters of the blast funnel
2004 G. P. Zileev, A. G. Zileev
Mining of thick deposits within the boundaries of safety pillars with compacted filling of the mined-out space
2004 Kh. I. Aglyukov, A. E. Udalov, S. N. Zelentsov
Consideration of environmental and economic consequences of mechanized logging when compiling the land cadaster
2004 V. F. Kovyazin