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
Go to volume 156

Similar articles

Specific features of the formation of the vertical load on the column lining of the "Komendantsky Prospekt" subway station
2004 P. A. Demenkov
Development of St. Petersburg subway tunnel lining stress-strain state during operation
2004 M. O. Lebedev
Express assessment of functional depreciation of real estate objects
2004 V. G. Gorelikov, L. K. Gorshkov
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
Research of regularities of geotechnological and qualimetric indicators of coals of the Tkibulskoe deposit
2004 A. N. Sheremet
Geomechanical substantiation of parameters for potash ore follow-up extraction from pillars using a drill auger excavation
2004 O. V. Kovalev, Yu. G. Sirenko, I. Yu. Tkhorikov, E. R. Kovalskii