Submit an Article
Become a reviewer
Vol 156
Pages:
180-182
Download volume:
RUS
Research article
Surveying and geodesy

Study of invariant properties of massif fracturing under conditions of homogeneous geological structure

Authors:
V. N. Gusev1
A. S. Zarukin2
A. N. Sheremet3
About authors
  • 1 — G.V. Plekhanov Saint Petersburg Mining University
  • 2 — G.V. Plekhanov Saint Petersburg Mining University
  • 3 — G.V. Plekhanov Saint Petersburg Mining University
Date submitted:
2003-06-27
Date accepted:
2003-07-10
Date published:
2004-01-01

Abstract

The results of the analysis of the invariance of fracture parameter distributions are presented, the invariance of the structural features of the second derivatives of the corresponding distribution functions of azimuths, dip angles, and distances between fractures being chosen as the criterion. The invariance studies performed in combination with the fractal analysis allowed us to identify the main macrostructures in the sandstone and coal layers, which was the basis for optimizing the volume of field observations of the fracturing of the massif.

Go to volume 156

References

  1. Гусев В.Н. Принципиальные подходы к структурному анализу функций распределения горно-геометрических, квалиметрических показателей пород для выявления интервальных свойств / В.Н.Гусев, А.Н.Шеремет // Маркшейдерский вестник. 2004. № 2.
  2. Такранов Р.А. Оптимизация изучения трещиноватости геологически однородных угленосных отложений / Р.А.Такранов, А.Н.Шеремет, В.П.Жилин // Маркшейдерский вестник. 2003. № 2.
  3. Шеремет А.Н. Геометризация геотехнологических параметров разработки угольных месторождений методами фрактального анализа // Маркшейдерский вестник. 2003. № 3.

Similar articles

Calculation of tunnel linings of variable thickness taking into account the influence of the earth surface
2004 A. S. Sammal, N. N. Fotieva, N. S. Bulychev, S. I. Khrenov
Forecasting technique of tunnel exploitation stability of St. Petersburg underground
2004 A. G. Protosenya, E. G. Kozin
Specific features of rock mass deformation around excavations, taking into account their anisotropy
2004 I. E. Dolgii, D. I. Raevskii, A. A. Silantev
Full-scale studies of the impact of dynamic phenomena on mine workings
2004 O. V. Kolosova
Experience of using the SDL30 electronic level during tests of the Trinity Bridge
2004 E. S. Bogomolova, O. P. Sergeev, V. V. Sukhanov
Geomechanical analysis of St. Petersburg bedrock clays as a fractured-block environment
2004 R. E. Dashko, A. V. Volkova