摘要
基于弹塑性理论和FLAC3D数值模拟,以实际工作面为背景,分析了采厚、埋深、煤体内摩擦角以及采宽对停采煤柱留设宽度的影响。通过分析显示,随着煤层厚度的增加,开采过程中停采煤柱内超前支承应力峰值逐渐减小,影响范围逐渐扩大,使得停采煤柱留设宽度增加。停采煤柱留设宽度随着埋深增加逐渐增大,当达到一定埋深时逐渐趋于平缓。煤体内摩擦角影响采动应力传递,停采煤柱留设宽度随着摩擦角的增大逐渐减小。同时,基于关键层理论分析了关键层破断距与采宽及停采煤柱之间的关系,采宽增加使得煤柱内部应力集中区域扩大,导致停采煤柱塑性区增大,最终使停采煤柱留设宽度增加。
Based on the elastic-plastic theory and FLAC3D numerical simulation,this paper analyzes the effects of mining thickness,burial depth,friction angle inside the coal seam,and mining width on the width of the coal pillar for stopping mining,with an actual working face as the background.Through analysis,it is shown that as the thickness of the coal seam increases,the peak stress of the advanced support inside the stopping coal pillar gradually decreases during the mining process,and the impact range gradually expands,resulting in an increase in the width of the stopping coal pillar.The width of the coal pillar for stopping mining gradually increases with the increase of burial depth,and gradually flattens when reaching a certain burial depth.The friction angle inside the coal affects the transmission of mining induced stress,and the width of the coal pillar that stops mining gradually decreases with the increase of the friction angle.At the same time,based on the theory of key layers,the relationship between the fracture distance of key layers and the mining width and the stopping coal pillar was analyzed.The increase in mining width expands the stress concentration area inside the coal pillar,leading to an increase in the plastic zone of the stopping coal pillar and ultimately increasing the width of the stopping coal pillar.
作者
周豪
吴晓宇
陈涛涛
余长宏
刘晓杰
Zhou Hao;Wu Xiaoyu;Chen Taotao;Yu Changhong;Liu Xiaojie(College of Coal Engineering,Datong University,Datong Shanxi 037003,China)
出处
《山西冶金》
CAS
2024年第5期110-113,共4页
Shanxi Metallurgy
基金
山西省教育科学规划“十四五”规划课题(GH-220556)
山西省高等学校科技创新计划各类项目(2022L447)
山西大同大学研究生实践创新项目(23CX39)。
关键词
留设宽度
数值模拟
弹塑性理论
关键层
超前支承应力
leave width
numerical simulation
elastoplastic theory
key layer
advance support stress