深井软岩巷道交岔点稳定性影响因素研究
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Research on factors affecting stability of soft rock roadway intersection in deep underground
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    摘要:

    采用数值模拟试验方法,研究了几何结构参数对深井软岩巷道交岔点围岩变形规律的影响。试验结果统计分析表明:最大水平应力作用角α、分岔角β对三角区稳定性影响显著,主巷道跨度B对交岔点处顶板稳定性的影响高度显著;并对试验结果进行处理,得到了各试验参数与反映交岔点稳定性指标之间的关系。试验结果可为深井软岩巷道交岔点的设计、施工和稳定性预测提供一定的参考价值。

    Abstract:

    The stability of roadway intersection has been studied under the condition of depth excavation,soft rock masses by using orthogonal experiment of numerical simulation.The results show that the rib stability of triangular space at intersection is remarkably affected by the orientation angle αof maximum horizontal stress and fork angleβ.The roof stability at intersection is highly obviously affected by roof span.The relationship between each influence parameter and stability indices has been found,the surrounding rock deformation mechanics mechanism of soft rock roadway intersection has been analyzed.The results provide a guideline for soft rock mass intersection construction and deformation prediction in great depths.

    参考文献
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    [2] PENG S S,OKUBO S.Roof bolting patterns at threeway intersections[R]. Virginia:Coal Research Bureau,1978.
    [3] 赵选民,徐伟,师义民,等.数理统计[M]. 北京:科学出版社,2002.
    [4] 邵国建,王东升.岩体初始地应力场对地下洞室围岩变形及应力的影响[J]. 河海大学学报,1999,11(6):82-85.
    [5] 解连库,李华炜,杨天鸿,等.侧向压力作用下巷道围岩破坏机理的数值模拟[J]. 中国矿业,2006,3(3):54-67.
    [6] 朱玉生,曹守虎.巷道交岔点顶板松动圈及加强支护范围的研究[J]. 建井技术,2005,4(2):28-32.
    [7] 龚曙光.ASYNS基础应用及范例解析[M]. 北京:机械工业出版社,2003.
引用本文

程立朝,刘新河,崔景昆.深井软岩巷道交岔点稳定性影响因素研究[J].河北工程大学自然版,2008,25(1):38-41

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  • 收稿日期:2007-10-08
  • 在线发布日期: 2015-01-12
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