Bolt-grouting combined support technology in deep soft rock roadway

被引:44
|
作者
Chen Yanlong [1 ]
Meng Qingbin [1 ]
Xu Guang [2 ]
Wu Haoshuai [3 ]
Zhang Guimin [3 ]
机构
[1] China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Peoples R China
[2] Curtin Univ, Western Australian Sch Mines, Dept Min Engn & Met Engn, Kalgoorlie, WA 6430, Australia
[3] China Univ Min & Technol, Sch Mech & Civil Engn, Xuzhou 221116, Peoples R China
基金
中国国家自然科学基金;
关键词
Deep soft rock roadway; Bolt-grouting support; Numerical simulation; Similar material simulation; High stress;
D O I
10.1016/j.ijmst.2016.06.001
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
Analyzing the mineral composition, mechanical properties and ground stress testing in surrounding rock, the study investigated the failure mechanism of deep soft rock roadway with high stress. The bolt-grouting combined support system was proposed to prevent such failures. By means of FLAC3D numerical simulation and similar material simulation, the feasibility of the support design and the effectiveness of support parameters were discussed. According to the monitoring the surface and deep displacement in surrounding rock as well as bolt axial load, this paper analyzed the deformation of surrounding rock and the stress condition of the support structure. The monitor results were used to optimize the proposed support scheme. The results of field monitors demonstrate that the bolt-grouting combined support technology could improve the surround rock strength and bearing capacity of support structure, which controlled the great deformation failure and rheological property effectively in deep soft rock roadway with high stress. As a result, the long term stability and safety are guaranteed. (C) 2016 Published by Elsevier B.V. on behalf of China University of Mining & Technology.
引用
收藏
页码:777 / 785
页数:9
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