| 注册
首页|期刊导航|煤矿安全|沿空留巷巷旁墙体稳定性关键影响因素模拟

沿空留巷巷旁墙体稳定性关键影响因素模拟

朱登兴 郑西贵 郭玉 安铁梁 程星

煤矿安全2019,Vol.50Issue(1):196-199,4.
煤矿安全2019,Vol.50Issue(1):196-199,4.DOI:10.13347/j.cnki.mkaq.2019.01.048

沿空留巷巷旁墙体稳定性关键影响因素模拟

Simulation on Key Influencing Factors of Stability of Roadside Wall in Gob-side Entry Retaining

朱登兴 1郑西贵 2郭玉 1安铁梁 2程星1

作者信息

  • 1. 中国矿业大学 矿业工程学院,江苏 徐州 221116
  • 2. 煤炭资源与安全开采国家重点实验室,江苏 徐州 221116
  • 折叠

摘要

Abstract

In order to better study the stability of the wall along the roadway,using the orthogonal experiment and FLAC3D numerical simulation, the effects of wall strength, width, depth, height and thickness of direct roof on the stability of the wall are analyzed, then the results of the simulation are analyzed to determine the importance of the factors and provide guidance for related research. The simulation results show that the deformation of roof and floor has similar variation trend when the wall width is certain, however, when the buried depth of the wall around the lane changes little, the variation range of roof and floor is small. But, when the wall width is 2 m or 3 m, the change is more obvious. This shows that when the wall width is relatively small, the stability of the roadside wall is easily affected by other factors, and when the wall width gradually increases, the stability of the roadside wall affected by other factors is small. Through the analysis of extreme difference of simulation results, it is concluded that the key factors affecting the stability of the roadside wall of the left and right lane are: wall width > buried depth of wall >wall strength > mining height > direct roof thickness.

关键词

沿空留巷/巷旁墙体/数值模拟/正交实验/稳定性/充填材料

Key words

gob-side entry retaining/roadside wall/numerical simulation/orthogonal test/stability/filling material

分类

矿业与冶金

引用本文复制引用

朱登兴,郑西贵,郭玉,安铁梁,程星..沿空留巷巷旁墙体稳定性关键影响因素模拟[J].煤矿安全,2019,50(1):196-199,4.

基金项目

国家自然科学基金资助项目(51674158) (51674158)

泰山学者优势特色学科人才团队支持计划资助项目 ()

煤矿安全

OA北大核心CSTPCD

1003-496X

访问量0
|
下载量0
段落导航相关论文