A New Residual Subsidence Prediction Method of Short Working Face Goaf for Safety Construction of Urban Viaduct
The planned viaduct in Jining, Shandong is a priority project in the city. However, the 63 working faces of a mine in Jining is only 3 m away from the planned viaduct, posing a serious threat to the safety of the viaduct’s construction. Consequently, it is essential to evaluate the stability of the...
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Veröffentlicht in: | Environmental science and pollution research international 2024-02, Vol.31 (6), p.9685-9699 |
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creator | Li, Huaizhan Zhou, Huaan Guo, Guangli Dai, Guangli Liu, Chao Huang, Cheng Du, Qiu Yuan, Yafei |
description | The planned viaduct in Jining, Shandong is a priority project in the city. However, the 63 working faces of a mine in Jining is only 3 m away from the planned viaduct, posing a serious threat to the safety of the viaduct’s construction. Consequently, it is essential to evaluate the stability of the planned viaduct’s goaf area under the influence of the 63 working faces. However, the 63 working faces are short faces, and there is a lack of corresponding prediction of surface residual subsidence. To address this issue, this paper employs theoretical analysis and numerical simulation to uncover the foundation deformation mechanism and characteristics of fractured rock and soil mass in the short goaf. Subsequently, a residual subsidence prediction method for the short goaf was proposed for the viaduct mined-out area. This new approach was implemented for the planned viaduct in Jining, and its effectiveness was validated through InSAR and leveling monitoring results. The research findings offer technical support for viaduct construction in areas affected by underground mining. |
doi_str_mv | 10.1007/s11356-024-31831-2 |
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However, the 63 working faces of a mine in Jining is only 3 m away from the planned viaduct, posing a serious threat to the safety of the viaduct’s construction. Consequently, it is essential to evaluate the stability of the planned viaduct’s goaf area under the influence of the 63 working faces. However, the 63 working faces are short faces, and there is a lack of corresponding prediction of surface residual subsidence. To address this issue, this paper employs theoretical analysis and numerical simulation to uncover the foundation deformation mechanism and characteristics of fractured rock and soil mass in the short goaf. Subsequently, a residual subsidence prediction method for the short goaf was proposed for the viaduct mined-out area. This new approach was implemented for the planned viaduct in Jining, and its effectiveness was validated through InSAR and leveling monitoring results. The research findings offer technical support for viaduct construction in areas affected by underground mining.</description><identifier>ISSN: 1614-7499</identifier><identifier>ISSN: 0944-1344</identifier><identifier>EISSN: 1614-7499</identifier><identifier>DOI: 10.1007/s11356-024-31831-2</identifier><identifier>PMID: 38191739</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Aquatic Pollution ; Atmospheric Protection/Air Quality Control/Air Pollution ; China ; Coal mining ; Construction ; Deformation ; Deformation mechanisms ; Deterrence ; Earth and Environmental Science ; Ecotoxicology ; Environment ; Environmental Chemistry ; Environmental Health ; Environmental science ; Load ; Mathematical models ; prediction ; Predictions ; Research Article ; Safety ; Simulation ; soil ; Stability analysis ; Subsidence ; Technical services ; Theoretical analysis ; Underground mining ; Viaducts ; Waste Water Technology ; Water Management ; Water Pollution Control ; Work face</subject><ispartof>Environmental science and pollution research international, 2024-02, Vol.31 (6), p.9685-9699</ispartof><rights>The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2024. 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However, the 63 working faces of a mine in Jining is only 3 m away from the planned viaduct, posing a serious threat to the safety of the viaduct’s construction. Consequently, it is essential to evaluate the stability of the planned viaduct’s goaf area under the influence of the 63 working faces. However, the 63 working faces are short faces, and there is a lack of corresponding prediction of surface residual subsidence. To address this issue, this paper employs theoretical analysis and numerical simulation to uncover the foundation deformation mechanism and characteristics of fractured rock and soil mass in the short goaf. Subsequently, a residual subsidence prediction method for the short goaf was proposed for the viaduct mined-out area. This new approach was implemented for the planned viaduct in Jining, and its effectiveness was validated through InSAR and leveling monitoring results. 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subjects | Aquatic Pollution Atmospheric Protection/Air Quality Control/Air Pollution China Coal mining Construction Deformation Deformation mechanisms Deterrence Earth and Environmental Science Ecotoxicology Environment Environmental Chemistry Environmental Health Environmental science Load Mathematical models prediction Predictions Research Article Safety Simulation soil Stability analysis Subsidence Technical services Theoretical analysis Underground mining Viaducts Waste Water Technology Water Management Water Pollution Control Work face |
title | A New Residual Subsidence Prediction Method of Short Working Face Goaf for Safety Construction of Urban Viaduct |
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