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THE STUDY AND INFLUENCE OF JOINTING AS GEOLOGICAL FACTOR ON PIT EDGES STABILITY

Svetlana Sedina, Nagimapanu Berdinova, Lyazzat Shamganova, Gulnur Abdikarimova

First published: 2020-09-20https://doi.org/10.5593/sgem2020/1.2/s03.041View metrics

Abstract

Regulatory documents of the Republic of Kazakhstan in the field of substantiating the stability of slopes of pit edges are currently at variance with world practice in the design and operation of open-pit deposits. Modern design methods involve the creation of a three-dimensional complex geomechanical model of the field. Such a model contains information on the geological and structural composition that describes the disturbance of the solid mass by folds, tectonic faults, and jointing. It is important to accurately collect and process the data when documenting the core to ensure the quality of the data of the filled geomechanical model at the first stage. Therefore, it would be possible to use the basic methods for classifying the rock mass, as well as assessing its strength and geotechnical conditions of the field. The article describes the main parameters of the structural features of the rock mass, which must be investigated to obtain complete information about the field. Also, the following paper consider methods for studying the jointing of the rock mass and report methods for introducing the obtained data into the calculation model.

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Publication details

Title
THE STUDY AND INFLUENCE OF JOINTING AS GEOLOGICAL FACTOR ON PIT EDGES STABILITY
Authors
Svetlana Sedina, Nagimapanu Berdinova, Lyazzat Shamganova, Gulnur Abdikarimova
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 20th International Multidisciplinary Scientific GeoConference Proceedings SGEM 2020, Science and Technologies in Geology, Exploration And Mining
Publisher
STEF92 Technology
Year
2020
Pages
317-324
SWS Citekey
Sedina20203317324
ISSN
1314-2704
ISBN
978-619-7603-05-7
Language
en
Publication type
Conference Paper
Keywords
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Number of times cited according to Crossref: 1

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