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上海庙矿区极松软地层条件下井底车场马头门设计分析

鱼琪伟

煤炭与化工2025,Vol.48Issue(5):27-31,5.
煤炭与化工2025,Vol.48Issue(5):27-31,5.DOI:10.19286/j.cnki.cci.2025.05.006

上海庙矿区极松软地层条件下井底车场马头门设计分析

Design and analysis of the bottom hole garage horsehead gate in Shanghaimiao mining area under the condition of extremely soft strata

鱼琪伟1

作者信息

  • 1. 中煤西安设计工程有限责任公司,陕西西安 710000
  • 折叠

摘要

Abstract

In this paper,the design of the ingate of the shaft bottom yard under the condition of very soft stratum in Shanghaimiao mining area is analyzed.Through the numerical simulation method,the excavation process of the horsehead gate at a buried depth of 700 m was simulated,and its influence range on the surrounding rock mass was studied.The results show that after the excavation of the ingate,the disturbance to the original stress field is large,the plastic failure is mainly shear failure,local tensile failure,and the influence range of the plastic failure zone is large.The displacement vector direction near the horsehead door points to the roadway and chamber after excavation,and the displacement is large.Therefore,it is recommended to take appropriate reinforcement measures near the horsehead to prevent large plastic deformation.

关键词

极松软地层/马头门设计/数值模拟/加固措施

Key words

extremely soft strata/horsehead door design/numerical simulation/reinforcement measures

分类

矿山工程

引用本文复制引用

鱼琪伟..上海庙矿区极松软地层条件下井底车场马头门设计分析[J].煤炭与化工,2025,48(5):27-31,5.

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