THE MATHEMATICAL MODEL OF ESTIMATION STABILITY OF A LOADED SLOPE IN WEAK CLAY ROCKS

Authors

  • Zufar Rakhimov the Rudnensky Industrial Institute, the Ministries of Education and Science of the Kazakhstan Republic (RSE on REC «RII» RK МES)
  • Victor Moiseev Republican state enterprise «Rudnensky industrial institute»

Keywords:

stability, a slope, carrying capacity

Abstract

Mathematical model development of a simplified
(engineering) mode of estimation open pit slopes
stability composed of weak plastic rocks is performed. The analysis of both bench slope angle
and bench height influence on its carrying capacity
is cited

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Published

2015-06-30

Issue

No. 2 (5) (2015)

Section

GEOMECHANICAL RESEARCH