Deformation and failure characteristics of anchorage structure of surrounding rock in deep roadway

被引：4
|
作者：
Hongwen Jing [1 ]
Jiangyu Wu [1 ,2 ]
Qian Yin [1 ,2 ]
Ke Wang [2 ]
机构：
[1] State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology
[2] School of Mechanics and Civil Engineering, China University of Mining and Technology
来源：
International Journal of Mining Science and Technology | 2020年 / 30卷 / 05期
基金：
中国国家自然科学基金;
关键词：
D O I：
暂无
中图分类号：
TD322 [巷道压力]; TD353 [巷道支护];
学科分类号：
0819 ;
摘要：
This paper investigated the stress evolution, displacement field, local deformation and its overall distribution, and failure characteristics of the anchorage structure of surrounding rock with different rockbolt spacing through the model experiments. The influences of the pre-tightening force and spacing of rockbolt on the support strength of the anchorage structure of surrounding rock were analyzed by the simulation using FLAC3D numerical software. The support scheme of the excavated roadway was then designed, and the effectiveness of this support scheme was further verified by the displacement measurement of the roadway. The results showed that the maximum displacement between the roof and floor of the west wing track roadway in Kouzidong coal mine, China is about 42 mm, and the maximum displacement between its both sides is about 72 mm, indicating that the support scheme proposed in this study can ensure the stability and safety of the excavated roadway.
引用
收藏
页码：593 / 604
页数：12
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