FIELD: mining.
SUBSTANCE: invention relates to mining and can be used for determining the direction of action and values of primary stresses in rock mass, evaluation of stress-strain state of mine rock massif, detection of location zones of rock damage and nature of their propagation in underground mining of mineral deposits. Method involves drilling of wells or boreholes in underground mine workings with length from 5 m, with diameter from 40 mm. On internal surface of wells marks are applied in the form of circle with marker or paint. Position of the video endoscope camera relative to horizon is determined, direction of deformation of horizontal and inclined wells, shifts and orientation of cracks are determined with video endoscope in examined wells. Obtained images efficiently determine minimum diameter of the well, the direction of which corresponds to the direction of maximum stresses in rock massif. At the specified parameters are determined images circuits d1, d2, the direction of maximum compression well indicates the direction of action of maximum stresses σ1. Following values are determined: angle α between the vertical and the direction of maximum stresses, angle β between image vertical and the direction of action of maximum stresses, thrust slip ΔH.Graphic image of the analyzed sections is plotted with tracing of, for example, site deformation or slip scheme. Well deformation is determined depending on d1 - initial well diameter, d2 - minimum diameter of the well under deformation and K1 - empirical coefficient taking into account physical and mechanical properties of rocks and structural forest renewal changing massif in direction of maximum stress.
EFFECT: technical result consists in improvement of accuracy of determination of the direction of main stresses, enhancing security and efficiency of field development.
1 cl, 3 dwg
Title | Year | Author | Number |
---|---|---|---|
DOWNHOLE METHOD OF DETERMINING ZONES OF ROCK DAMAGE | 2015 |
|
RU2583032C1 |
EVALUATION OF STRUCTURALLY DEFORMED AND ROCK-BUMP ROCK MASSES | 2014 |
|
RU2566885C1 |
METHOD OF DETERMINING THE DYNAMICS OF THE PROCESSES OF THE DEFORMATION OF THE ROCKS OF THE MOUNTAIN MASSIF AND THE DEVICE FOR ITS REALISATION | 2016 |
|
RU2624746C1 |
METHOD FOR DETERMINING THE STRESS STATE OF ROCK FORMATIONS | 2021 |
|
RU2768768C1 |
METHOD FOR DETERMINATION OF PRINCIPAL NORMAL STRESSES IN ROCK MASS AND DEVICE FOR ITS REALIZATION | 1992 |
|
RU2029084C1 |
METHOD FOR OBTAINING A PRESET CRUSHING RATIO OF FISSURED MOUNTAIN MASS AND THE REQUIRED COEFFICIENT OF HEADING ADVANCE PER ROUND TO SHOT HOLES LENGTH RATIO | 2010 |
|
RU2442957C2 |
METHOD TO DEVELOP UNLOADING SLOTS IN BUMP-HAZARDOUS ROCK MASSIF BY THERMAL TREATMENT OF WELLS | 2012 |
|
RU2493368C1 |
METHOD FOR STABILIZING ROCK BY RODS IN UNDERGROUND WORKINGS | 1997 |
|
RU2132464C1 |
METHOD FOR ESTIMATING IMPACT HAZARD OF ROCK MASS | 0 |
|
SU1745968A1 |
METHOD OF STRESS CALCULATION IN MINE ROCK MASS | 2007 |
|
RU2339815C1 |
Authors
Dates
2016-09-20—Published
2015-07-09—Filed