压力型锚杆锚固段长度确定方法研究
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国家自然科学基金(50878037、51078059)


A Determination Method of Anchorage Length of Compression Anchor
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    摘要:

    通过对压力型锚杆锚固段的受力分析,推导出了压力型锚杆锚固段的轴力分布和剪应力分布,以及锚固段长度的计算公式。并在此基础上进一步分析了压力型锚杆锚固段长度与岩土体弹性模量、泊松比、粘聚力以及内摩擦角等参数的关系。结果表明:锚固段长度随岩土体弹性模量、粘聚力和内摩擦角的增大而减小;随岩土体泊松比的增大几乎呈线性增加,但增幅极为有限;随拉拔荷载的增加而增加。

    Abstract:

    The distribution of the axial stress and shear stress on the anchorage segment and the formulation for calculating the anchorage length were derived based on the stress analysis of the anchorage segment of compression anchor. And the effects of parameters, including the elastic modulus, poisson ratio, cohesion, and internal fiction angle of rock mass, on the anchorage length were studied. The results show that the anchorage length decreases with the increase of the elastic modulus, cohesion and internal friction angle of rock mass; and the anchorage length increases linearly but limited with increasing of poisson ratio of rock mass; and it also increases with increasing load.

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廖军,涂兵雄.压力型锚杆锚固段长度确定方法研究[J].土木与环境工程学报(中英文),2013,35(2):9-14. Liao Jun, Tu Bingxiong. A Determination Method of Anchorage Length of Compression Anchor[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2013,35(2):9-14.10.3969/j. issn.1674-4764.2013.02.002

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  • 在线发布日期: 2013-04-24
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