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    Bolt-grouting combined support technology in deep soft rock roadway

    Access Status
    Fulltext not available
    Authors
    Yanlong Chen
    Qingbin Meng
    Xu, Guang
    Haoshuai Wu
    Guimin Zhang
    Date
    2016
    Type
    Journal Article
    
    Metadata
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    Citation
    Yanlong Chen and Qingbin Meng and Xu, G. and Haoshuai Wu and Guimin Zhang 2016. Bolt-grouting combined support technology in deep soft rock roadway. International Journal of Mining Science and Technology. 26 (5): pp. 777-785.
    Source Title
    International Journal of Mining Science and Technology
    DOI
    10.1016/j.ijmst.2016.06.001
    School
    Dept of Mining Eng & Metallurgical Eng
    URI
    http://hdl.handle.net/20.500.11937/24444
    Collection
    • Curtin Research Publications
    Abstract

    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.

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