Open AccessSIMULATION OF JOINT FORMATION OF CAREER OVERBURDEN ROCK WITH PLACEMENT OF IRON ORE ENRICHMENT WASTE
Author(s) -
Ihor Kostiantynovych Babychev,
Illia Mykhailovich Yevtushenko,
Олександр Олександрович Фролов
Publication year - 2021
Publication title -
geoìnženerìâ
Language(s) - English
Resource type - Journals
eISSN - 2708-2776
pISSN - 2707-2096
DOI - 10.20535/2707-2096.6.2021.241934
Subject(s) - overburden , joint (building) , mining engineering , geology , geotechnical engineering , engineering , civil engineering
Purpose. The purpose of the research presented in the article is to substantiate the possibility of dump formation during joint dumping of quarry overburden rocks and iron ore wastes during the development of the Horishne-Plavnivsky deposit of iron quartzites.
Task. Perform geomechanical modeling of the behavior of the quarry dump with the placement of funnels with enrichment wastes and establish the possibility of their joint storage in the dumps of the Horishno-Plavnivskoye deposit; to establish regularities of development of deformation processes in a dump in process of construction of each layer at dump of wastes of enrichment in funnels and to calculate a factor of a stock of stability of a dump after its formation.
Research methods. To achieve the goal of research used: the method of complex analysis – to summarize previous research on the establishment and justification of the most rational method of dumping of enrichment waste; modeling methods – to establish the possibility and feasibility of joint dumping of enrichment wests and overburden rocks from the quarry.
Scientific novelty. For the conditions of the Horishne-Plavnivsky deposit of ferrous quartzites by the method of geomechanical modeling the expediency and possibility of placement of dehydrated enrichment wastes in funnels on dump of overburden rocks is substantiated.
Conclusions and practical significance of the article. For research results the predicted behavior of a dump during all term of its use is received. The obtained values of the maximum deformations are deviated in the process of its formation by each of layer and the investigated efficiency of deformation at formation of the following layer is established. The indicator of the coefficient of safety of the stability of the corresponding deviation after its formation and building, which means that it exceeds the minimum, in accordance with current regulations (n=1,329>1,3), after it is formation with further use joint dumping of overburden rocks and enrichment wastes is possible and appropriate.