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Vol 197
Pages:
191-196
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RUS
Article

Tendencies in the change in physical and mechanical properties of the vendian clay formation (North Western edge of the Russian platform)

Authors:
V. G. Rumynin1
A. M. Nikulenkov2
About authors
  • 1 — Ph.D., Dr.Sci. professor E.M.Sergeev Inst. of Environmental Geology of the RAS, Saint Petersburg Div., Saint Petersburg State University
  • 2 — senior researcher E.M.Sergeev Inst. of Environmental Geology of the RAS, Saint Petersburg Div., Saint Petersburg State University
Date submitted:
2011-09-29
Date accepted:
2011-11-26
Date published:
2012-05-25

Abstract

The study presents experimental results illustrating a certain tendencies in the change in physical and mechanical properties of the Vendian clay formations over depth. A comparative analysis of samples from different borehole intervals has arrived at significant coefficients of correlation for the parameters that characterize the degree of the clay water saturation, compaction, and consistency with depth (the elevation of the core-bore sample in the profile). The rock deformation and strength parameters also demonstrate a dependence on the depth. The deformation modulus and the shear strength of the clay increase with increase in the depth of sampling.

Область исследования:
##submission.archive.categories## Present-day problems of geomechanics, mining practice and innovation technologies in mining engineering
Keywords:
stabilometer tests deformation properties strength properties hydraulic conductivity anisotropy factor deviator stress
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References

  1. Dashko R.E. Engineering-and-geological and geoecological assessment of the Low Cambrian clay as a medium for radioactive waste disposal // Geoecology. 2006. N 3. P.235-241.
  2. Lomtadze V.D. Physical-and-mechanical properties of the Low Cambrian clay of the North Western Edge of the Russian Platform. // Mining Institute Bulletin. 1958. Vol.34, N 2. P.154-189.
  3. The Interior of Russian Federation. Eds.: N.V. Mezhelovsky and A.A.Smyslov Saint Petersburg – Moscow. 2002. 662 p.
  4. Protosenya A.G., Ogorodnikov Yu.N. Mechanics on the underground constructions. Spatial models and monitoring. Saint Petersburg, 2011. 355 p.

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