Geomechanical Substantiation of the Parameters of Injection Fixing of the Soil Bases During the Liquidation of the Emergency Condition of the Structure

The emergency condition of a structure that is complex in plan of and located in the mine development zone. As a result of a complex of engineering-geological and geophysical surveys it was established that the cause of significant deformations of the foundations of the structure are the zones of we...

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Main Authors: Sokolov Mikhail, Prostov Sergey, Kharitonov Igor
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:E3S Web of Conferences
Online Access:https://doi.org/10.1051/e3sconf/20184101009
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spelling doaj-670606863e7d41b5af87d32a62a655a12021-02-02T06:49:12ZengEDP SciencesE3S Web of Conferences2267-12422018-01-01410100910.1051/e3sconf/20184101009e3sconf_iims2018_01009Geomechanical Substantiation of the Parameters of Injection Fixing of the Soil Bases During the Liquidation of the Emergency Condition of the StructureSokolov MikhailProstov SergeyKharitonov IgorThe emergency condition of a structure that is complex in plan of and located in the mine development zone. As a result of a complex of engineering-geological and geophysical surveys it was established that the cause of significant deformations of the foundations of the structure are the zones of weakened and water-saturated grounds at the base of the foundations, formed due to changes in the hydrogeological regime and man-made accidents. The technique of substantiation of technological parameters of the injection method to soil consolidation is described, including computer modeling, forecasting of deformations of the naturaland fixing massif, analysis of the stress-strain state of soils in the most dangerous area. The effectiveness of the adopted scheme of injecting reinforcement was confirmed according to the approved methodology for liquidation of an emergency condition of a mining structure. It is proposed to create additional fixed zones within the formed zone.https://doi.org/10.1051/e3sconf/20184101009
collection DOAJ
language English
format Article
sources DOAJ
author Sokolov Mikhail
Prostov Sergey
Kharitonov Igor
spellingShingle Sokolov Mikhail
Prostov Sergey
Kharitonov Igor
Geomechanical Substantiation of the Parameters of Injection Fixing of the Soil Bases During the Liquidation of the Emergency Condition of the Structure
E3S Web of Conferences
author_facet Sokolov Mikhail
Prostov Sergey
Kharitonov Igor
author_sort Sokolov Mikhail
title Geomechanical Substantiation of the Parameters of Injection Fixing of the Soil Bases During the Liquidation of the Emergency Condition of the Structure
title_short Geomechanical Substantiation of the Parameters of Injection Fixing of the Soil Bases During the Liquidation of the Emergency Condition of the Structure
title_full Geomechanical Substantiation of the Parameters of Injection Fixing of the Soil Bases During the Liquidation of the Emergency Condition of the Structure
title_fullStr Geomechanical Substantiation of the Parameters of Injection Fixing of the Soil Bases During the Liquidation of the Emergency Condition of the Structure
title_full_unstemmed Geomechanical Substantiation of the Parameters of Injection Fixing of the Soil Bases During the Liquidation of the Emergency Condition of the Structure
title_sort geomechanical substantiation of the parameters of injection fixing of the soil bases during the liquidation of the emergency condition of the structure
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2018-01-01
description The emergency condition of a structure that is complex in plan of and located in the mine development zone. As a result of a complex of engineering-geological and geophysical surveys it was established that the cause of significant deformations of the foundations of the structure are the zones of weakened and water-saturated grounds at the base of the foundations, formed due to changes in the hydrogeological regime and man-made accidents. The technique of substantiation of technological parameters of the injection method to soil consolidation is described, including computer modeling, forecasting of deformations of the naturaland fixing massif, analysis of the stress-strain state of soils in the most dangerous area. The effectiveness of the adopted scheme of injecting reinforcement was confirmed according to the approved methodology for liquidation of an emergency condition of a mining structure. It is proposed to create additional fixed zones within the formed zone.
url https://doi.org/10.1051/e3sconf/20184101009
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AT kharitonovigor geomechanicalsubstantiationoftheparametersofinjectionfixingofthesoilbasesduringtheliquidationoftheemergencyconditionofthestructure
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