滑坡范围内场地边坡稳定性分析与治理措施
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Stability Analysis and Treatment Measures of Site Slope in Landslide Area
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    摘要:

    滑坡作为一种典型的地质灾害,广泛存在于中国西南地区,特别是在西南的丘陵地区,滑坡灾害相当频繁。在滑坡范围内进行工程建设,需要考虑滑坡对于工程的影响。结合位于云南省的工程案例,通过对建设用地滑坡范围内边坡的稳定性进行分析,考虑不同工况下高差最大的场地边坡的稳定性,从而提出建设用地滑坡范围内边坡的处治措施。结果表明,工程案例中滑坡整体稳定性好,在地震工况下处于临界稳定状态,但局部在堆载、暴雨、地震工况下均有可能发生变形破坏。采取抗滑桩等工程处理措施后,场地是稳定的,满足镇区建设用地的要求。研究结果可为同类的工程建设提供参考。

    Abstract:

    Landslide, as a typical geological disaster, exists widely in southwest China. Especially in the southwest hilly area, landslides are quite frequent. When engineering construction is carried out within the scope of landslide, the influence of landslide on engineering needs to be considered. Based on an engineering case located in Yunnan Province,the stability is analyzed of the slope within the landslide range of construction land, considering the stability of the slope with the largest height difference under different working conditions, so as to put forward the treatment measures of the slope within the landslide range of construction land. The results show that the overall stability of landslide in engineering cases is good, and it is in a critical stable state under earthquake conditions, but local deformation and failure may occur under load, rainstorm and earthquake conditions. After taking anti-slide pile and other engineering treatment measures, the site is stable and meets the requirements of construction land in town. The research results can provide reference for similar engineering construction.

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黄待望,董薇.滑坡范围内场地边坡稳定性分析与治理措施[J].科技与产业,2023,23(09):162-166

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  • 在线发布日期: 2023-05-29
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