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基于超高密度电法的某铁路穿越采空区工程稳定性评价研究

赖国泉 常刚

物探化探计算技术2024,Vol.46Issue(3):341-348,8.
物探化探计算技术2024,Vol.46Issue(3):341-348,8.DOI:10.3969/j.issn.1001-1749.2024.03.11

基于超高密度电法的某铁路穿越采空区工程稳定性评价研究

Research on engineering stability evaluation of a rail way runs through a goaf based on high density electrical method

赖国泉 1常刚1

作者信息

  • 1. 中铁西北科学研究院有限公司,兰州 730000
  • 折叠

摘要

Abstract

In order to reasonably evaluate the stability of a section of Ganzhong Railway crossing goaf,two stages of tech-nical means of macro identification and detailed identification are adopted.In the macro identification stage,the general scope of the goaf and the depth of coal mining are found after site surveying and mapping,engineering geological survey,and collecting the geological report of the coal mine in the goaf.In order to solve the problem that small kiln goaf is challenging to measure efficiently and accurately,based on the field terrain conditions and the general range and burial depth determined at the macro i-dentification stage,the precise distribution range,size,depth,and influence railway range of the goaf are identified first by u-sing the characteristics of ultra-high density electrical geophysical exploration technology,such as high resolution,accurate po-sitioning,economy,and flexibility.Secondly,geological drilling was used to verify the accuracy of the detection results of the ultra-high density electrical method,and the characteristics of the mining zone,mining caving zone,and fracture zone in Goaf were further defined.Based on the technical achievements of the two stages,the stability of goaf is qualitatively evaluated from three aspects:surface deformation characteristics,mining depth ratio(H/M),roof rock and soil mass influence on-site stabili-ty,and the conclusion is that the two goafs are in an unstable state.The QUANTITATIVE calculation shows that the 1#goAF foundation and the 2#GOAF foundation are unstable.Combined with the qualitative and quantitative evaluation results,the comprehensive evaluation results of the two goaf foundation stability are in an unstable state.

关键词

铁路采空区/超高密度电法/地质钻探验证/稳定性评价

Key words

railway goaf/ultra high density electrical method/geological drilling verification/evaluation of stability

分类

交通工程

引用本文复制引用

赖国泉,常刚..基于超高密度电法的某铁路穿越采空区工程稳定性评价研究[J].物探化探计算技术,2024,46(3):341-348,8.

基金项目

中国中铁重大专项(2022-专项-07) (2022-专项-07)

中铁九局科技开发计划(YGSJSZX202308-01) (YGSJSZX202308-01)

物探化探计算技术

OACSTPCD

1001-1749

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