Study on transverse railway effect of bolts in discontinuous rock mass

Yu Zhou, H. Song, B. Zhao

    Research output: Contribution to journalArticle

    2 Citations (Scopus)

    Abstract

    ©, 2015, China University of Mining and Technology. All right reserved. By doing numerical analysis and physical tests, combined with orthogonal design, influence extent and law of various factors on transverse railway effect of bolt have been achieved. The result has shown that lithology is the biggest factor on axial stress of bolt, and effects of bolt diameter and friction coefficient increase with the shear shift. Diameter and anchorage angle are major factors on separation, and lithology is the most important factor when the shift is the biggest. Among the factors on strength of jointed rock, lithology comes first, and joint comes second. Other factors are positively correlated with shear force, except for anchorage angle. Based on the influence rules, internal mechanisms have been derived. Advanced laboratory test has shown that the results are in reasonable agreement with those acquired from experiment and the simulation model is suitable for modeling transverse effect. The research achievement has a positive significance on the jointed rock mass stability controlling by bolt and engineering security under the coal mining load.
    Original languageEnglish
    Pages (from-to)498-503
    JournalCaikuang yu Anquan Gongcheng Xuebao/Journal of Mining and Safety Engineering
    Volume32
    Issue number3
    DOIs
    Publication statusPublished - 2015

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