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Classified Analysis Method for Mine Slope Rock Mass Engineering Stability

An analysis method and stability technology, which is applied in the field of stability evaluation of mine slope rock mass engineering, achieves great implementation value and social and economic benefits, good use effect and simple principle

Active Publication Date: 2019-07-12
SHAOXING UNIVERSITY
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Problems solved by technology

[0004] In order to overcome the different influences of the existing technology on the stability of the rock mass of the mine slope according to different scale structures, the graded analysis of the stability of the rock mass of the mine slope is carried out, so as to realize the insufficiency of the accurate evaluation of the stability of the rock mass of the mine slope , the present invention provides a method for graded analysis of stability of mine slope rock mass engineering with simple principle, convenient operation, low cost and good application effect, creating necessary conditions for carrying out accurate calculation of mining design

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Embodiment Construction

[0022] The present invention will be further described below.

[0023] A method for graded analysis of mine slope rock mass engineering stability, comprising the following steps:

[0024] 1) In the field open-pit mine, investigate the development of rock mass structural planes within the slope rock mass range. On-site measurement of the occurrence and scale (height and width) of structural planes such as bedding, slabs, slabs, schizophytes, faults, and joints, and record them respectively;

[0025] 2) According to the grade and scale (height and width) of the slope determined by the design boundary of the overall slope of the mine, the structural planes developed in the rock mass of the slope are classified:

[0026] The beddings, slabs, slabs, slivers, and faults whose structural plane scale is close to or larger than the scale of the overall slope are penetrating structural planes (usually beddings, slabs, schismatics, and schistoses are larger than the overall slope) , th...

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Abstract

The invention discloses a mine slope rock engineering stability grading analysis method. The mine slope rock engineering stability grading analysis method comprises following steps: 1, at surfexpert mine in the field, rock structural surface development states in a slope rock ranges are studied, wherein on-site measurement of the occurrence and scale of stratification, foliation, phyllitic foliation, schistosity, faultage, and jointing is carried out, and obtained results are subjected to logging respectively; 2, the slope rock developed structural surfaces are subjected to grading, wherein, faultage with the scale of stratification, foliation, phyllitic foliation, schistosity, and structural surface equal to or larger than a times of the total slope scale are taken as through structural surfaces, the structural surfaces with scale lower than a times of that of the total slope scale are taken as non-through structural surfaces, and the jointing are taken as small-scale structural surfaces; and 3, the slope surface inclination direction and inclination angles determined based on mine total slope design state, the slope surface inclination direction and the inclination angles, and the inclination direction and the inclination angle of the through structural surfaces are adopted for forming a stereogram, and analysis on the overall stability potential failure mode of mine rock total slope is carried out. The mine slope rock engineering stability grading analysis method is simple in principles; operation is convenient; cost is low; and application effect is excellent.

Description

technical field [0001] The invention relates to a method for graded analysis of the rock mass engineering stability of a mine slope, which is suitable for evaluating the stability of the rock mass engineering of a mine slope based on the investigation of the rock mass structure plane of the mine slope in the field. Background technique [0002] Structural planes of different scales are developed in the engineering rock mass of mine slopes, and mine slopes are often equipped with a series of stepped slopes on the basis of the overall slope according to mining needs. The stability evaluation of mine slopes not only needs to evaluate the stability of the overall slope, but also needs to evaluate the stability of the step slope. Studies have shown that the stability of mine slopes is controlled by rock mass structural planes: the occurrence, scale, and combination of structural planes and their spatial combination with slope surfaces determine the potential failure modes of mine...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N33/24
CPCG01N33/24
Inventor 杜时贵雍睿刘文连李国平夏才初陈咭扦秦基博杨小聪代永新
Owner SHAOXING UNIVERSITY
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