抗滑桩与锚索框架格构联合治理黄土高边坡滑坡研究

Research on the Combined Treatment of Loess High-Slope Landslides Using Anti-Slide Piles and Anchor Cable Lattice Frame

  • 摘要: 为研究抗滑桩与锚索框架格构联合治理黄土高边坡滑坡的实际效果,并解决西北地区黄土阶地与侵蚀性梁峁丘陵交接带滑坡灾害防控的技术难题,以城关区皋兰山红山根一带为典型工程案例展开分析。该区域地质构造复杂,滑坡灾害频发,严重威胁拟建场地及建筑物安全,亟需探索合理有效的综合治理路径。基于滑坡稳定性分析,综合定性与定量评价结果,提出了抗滑桩支挡、分级式锚索格构加固、截排水工程及坡面绿化覆盖的联合治理方案。其中,抗滑桩用于提供关键支挡力;依据坡体高度设置的分级式锚索格构对坡体进行系统加固;配套截排水工程有效控制地表与地下水渗流;同时通过坡面绿化提升区域绿地率与生态景观效果。工程实践表明,该联合治理方案效果显著,成功消除了滑坡灾害隐患,坡体稳定性得到根本改善,同时实现了生态景观的优化与绿地率的提升。研究证明,抗滑桩与锚索框架格构联合治理技术能够有效应对黄土高边坡滑坡风险,为西北地区同类黄土交接重合地段的滑坡治理提供了合理、可靠的工程技术路径,实现了防灾减灾、保障经济社会发展与提升项目品质的多重效益。

     

    Abstract: To investigate the practical effectiveness of combined landslide treatment using anti-slide piles and anchor cable frame lattices for loess high-slope landslides, and to address the technical challenges of landslide disaster prevention and control in the transition zone between loess terraces and erosive loess ridge-hill areas in northwest China, this study takes the Hongshangen area at the foot of Gaolan Mountain in Chengguan District as a typical engineering case. This region features complex geological conditions and frequent landslide disasters that severely threaten the safety of proposed construction sites and buildings, necessitating an effective and reasonable comprehensive treatment approach. Based on landslide stability analysis and integrating qualitative and quantitative evaluation results, a combined treatment scheme was proposed, including anti-slide pile retaining, stepped anchor cable frame lattice reinforcement, drainage works, and slope greening. Specifically, anti-slide piles provide key retaining force; stepped anchor cable frame lattices, arranged according to slope height, systematically reinforce the slope; supporting drainage works effectively control surface and groundwater seepage; and slope greening enhances the regional green space ratio and ecological landscape. Engineering practice shows that this combined treatment scheme achieves remarkable effects. It successfully eliminates landslide hazards, fundamentally improves slope stability, and simultaneously optimizes the ecological landscape while increasing the green space ratio. The study demonstrates that the combined treatment technology using anti-slide piles and anchor cable frame lattices can effectively address the landslide risks of high loess slopes. It provides a reasonable and reliable engineering pathway for landslide treatment in similar loess transition zones in northwest China, achieving multiple benefits including disaster prevention and mitigation, safeguarding economic and social development, and enhancing project quality.

     

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