锚杆加固拱力学分析及参数研究

    Mechanical Analysis and Parameter Study of the Anchor Reinforced Arch

    • 摘要: 基于锚杆锚固形成加固拱的作用机理,根据弹性理论,建立了围岩中锚杆加固拱的力学模型,对加固拱进行了力学分析,得到了成拱荷载与锚杆长度、地应力和围岩参数的关系。考虑衬砌-围岩的变形协调条件和加固拱破坏形式,推导出加固拱的厚度计算公式。经参数分析得出地应力和围岩岩性对成拱荷载及加固拱厚度的影响规律。

       

      Abstract: Based on the mechanism of reinforced arch formed by anchor, according to elasticity theory, it established a mechanical model of anchor reinforced arch in surrounding rock. Through the mechanical analysis of reinforced arch, it obtained the relationship of arching load, anchor length, ground stress and surrounding rock parameters. Considering deformation compatibility conditions and reinforced arch failure modes of lining-surrounding rock, it deduced the formulas of reinforced arch thickness. Through the parameter analysis, it got the influence law of ground stress and surrounding rock properties for arching load and reinforced arch thickness.

       

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