Numerical research on stability control of roofs of water-rich roadway

被引:0
|
作者
Meng Chao [1 ,2 ,3 ]
Li Xuehua [1 ,2 ]
Yao Qiangling [1 ,2 ]
Zhou Jian [1 ,2 ]
机构
[1] School of Mines, China University of Mining and Technology
[2] Key Laboratory of Deep Coal Resource Mining, Ministry of Education
[3] Shenhua Overseas Company in Russia
基金
中国国家自然科学基金;
关键词
Water-rich roadway; Roof control; Numerical simulation; Bolt support;
D O I
暂无
中图分类号
TD353.6 [];
学科分类号
摘要
In order to study the strength-weakening law of roofs of water-rich roadway, this study used FLAC software, and simulated and analyzed the failure characteristics of the surrounding rock of water-rich roadway under the condition of different cross sections and support parameters, finally obtained the stress distribution of the principle stress of the roadway as well as the displacement variation of its surrounding rock. Results indicate that the roof stability of roadway with semicircular cross section is better than the roadway with inclined rectangular cross section under water-rich condition. Besides, the surrounding rock deformation of roadway under the action of water shows a pronounced increase compared to the roadway without the action of water due to the fact that water will obviously weaken the surrounding rock of roadway, especially its roof. It is very beneficial to control roof stability of water-rich roadway and guarantee the roadway stability during its service life by improving the pretension of bolt and cable as well as decreasing inter-row spacing of the bolt.
引用
收藏
页码:409 / 416
页数:8
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