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锚固边坡的稳定性受到多种因素的共同影响,将各种定性和定量因素有效结合起来对其稳定性作出准确合理的评价一直是岩土工程中研究的重要内容。通过分析影响锚固边坡稳定性的各项因素,以物元模型、可拓集合和关联函数理论为基础,可建立多指标的边坡稳定性可拓综合评价的物元模型,同时以某实际边坡工程为例加以应用,结果表明该评价方法能够准确反映边坡稳定性的实际状况,从而证明了该方法的可行性。
The stability of anchored slope is affected by many factors. It is an important part of geotechnical engineering to combine all kinds of qualitative and quantitative factors effectively and reasonably to evaluate its stability. By analyzing the various factors affecting the stability of anchored slope, based on matter element model, extension set and correlation function theory, a multi-index matter-element model can be established for extension comprehensive evaluation of slope stability. At the same time, Slope engineering as an example, the results show that the evaluation method can accurately reflect the actual condition of slope stability, which proves the feasibility of the method.