堆积层滑坡格构预应力锚杆锚固角度优化研究
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纪红亮(1981—),男,高级工程师,从事市政道桥、桥梁隧道施工及技术研究。

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P642.22

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山东省自然科学基金重点项目(ZR2020KE004);中建七局科技研发课题(CSCEC7b-2023-Z-12)


Research on the optimization of pre stressed anchor rod anchoring angle in the grid anchoring system of accumulated landslides
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    摘要:

    预应力锚杆锚固角度是影响格构锚固体系支护效果的重要参数,合理的预应力锚杆锚固角度可以有效降低滑坡滑裂面所受的剪切应力。文章以青岛胶南前陡崖 BP2 号堆积层滑坡为研究对象,采用 Midas GTS NX 有限元软件分别建立了自重、地震、极端降雨与极端降雨地震四种工况滑坡数值模拟模型,以此为基准分析了其不同工况下滑坡锚固体系锚杆下拉波稳定性系数、应力、变形演化规律,确定了格构锚固体系最优预应力锚杆锚固角度设计公式,从受力条件和加固土体成本两个角度对预应力锚杆锚杆锚固角度进行了整合分析与优化设计,从而追求最大化劣构格构锚固体系支护效果,以期为该类型堆积层滑坡锚固体系的参数优化设计提供参考。

    Abstract:

    The anchoring angle of prestressed anchor rods is an important parameter that affects the support effect of lattice anchoring systems. A reasonable anchoring angle of prestressed anchor rods can provide more effective support effects. Taking the BP2 landslide in Qingdao Huanglaoan as the research object, four working conditions were designed based on different environmental conditions: self-weight, earthquake, extreme rainfall, and extreme rainfall earthquake. The Midas GTS NX finite element software was used to establish its numerical simulation model, and analyze the slope stability coefficient, stress, deformation changes, etc., under different working conditions and anchor rod anchoring angles. Thus, the optimal design formula for the prestressed anchor rod anchoring angle of the lattice anchoring system can be obtained. Then, maximizing the support effect of the lattice anchoring system can provide reference for the parameter optimization design of the lattice anchoring system for landslide deposits.

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纪红亮,贺可强,刁之旺,逄淑祥,李精昆.堆积层滑坡格构预应力锚杆锚固角度优化研究[J].工程建设,2025,(11):27-35

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  • 在线发布日期: 2026-07-28
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