王冉, 王学良, 袁鸿鹄, 等. 2021. 基于统计分析和数值模拟方法的滑坡视摩擦系数影响因素及特征研究[J]. 工程地质学报, 29(3): 825-833. doi: 10.13544/j.cnki.jeg.2020-449.
    引用本文: 王冉, 王学良, 袁鸿鹄, 等. 2021. 基于统计分析和数值模拟方法的滑坡视摩擦系数影响因素及特征研究[J]. 工程地质学报, 29(3): 825-833. doi: 10.13544/j.cnki.jeg.2020-449.
    Wang Ran, Wang Xueliang, Yuan Honghu, et al. 2021. Influence factors and characteristics of apparent friction coefficient of landslide based on statistical analysis and numerical simulation[J]. Journal of Engineering Geology, 29(3): 825-833. doi: 10.13544/j.cnki.jeg.2020-449.
    Citation: Wang Ran, Wang Xueliang, Yuan Honghu, et al. 2021. Influence factors and characteristics of apparent friction coefficient of landslide based on statistical analysis and numerical simulation[J]. Journal of Engineering Geology, 29(3): 825-833. doi: 10.13544/j.cnki.jeg.2020-449.

    基于统计分析和数值模拟方法的滑坡视摩擦系数影响因素及特征研究

    INFLUENCE FACTORS AND CHARACTERISTICS OF APPARENT FRICTION COEFFICIENT OF LANDSLIDE BASED ON STATISTICAL ANALYSIS AND NUMERICAL SIMULATION

    • 摘要: 滑坡视摩擦系数即最大垂直运动距离H和最大水平运动距离L的比值(H/L)能很好地衡量滑坡的运动能力。作者采用数理统计方法分析了藏东南区滑坡及地震型滑坡中影响因素(滑坡体积V、斜坡角度θ、滑坡最大垂直运动距离H)及试验因素(H/L值)的水平特征,进一步分析了3个影响因素对该试验因素的影响特征,并采用基于连续介质力学法的数值模拟方法,模拟了滑坡运动的时空演化过程。得到以下结论:θH/L值的显著影响因素且主要集中在20°~40°。随着θ的减小、V的增大和H的减小,H/L具有减小的趋势。藏东南滑坡H/L值普遍大于地震型滑坡H/L值,地震型滑坡的远程特征显著,地震作用会弱化θVHH/L值的相关程度。在坡脚附近滑坡的运动速度往往达到峰值,同时坡脚对滑坡的运动具有显著的阻止效应。研究结果对于滑坡运动特征研究及防灾减灾具有一定参考意义。

       

      Abstract: The apparent friction coefficient(or the test factor in this paper),is expressed as the ratio(H/L) of the maximum vertical height(H)to the maximum horizontal landslide displacement(L). It is an important and straightforward variable for characterizing landslide mobility. The authors statistically analyze the distribution characteristics of influencing factors(landslide volume V,slope angle θ,maximum vertical movement distance of landslide H) and the test factor(H/L)in landslides in southeastern Tibet and landslides triggered by earthquakes. The authors further analyze the influence characteristics of each influencing factor on this test factor,and simulate the temporal and spatial evolution process of the landslide movement using a numerical simulation method based on the continuum mechanics method. The results indicate that θ is a significant influencing factor of the H/L and mainly concentrated in 20°~40°. The H/L value shows a decreasing trend with the decrease of θ and H as well as the increase of V. The H/L value of the southeast Tibet landslide is generally greater than that of seismic landslide. Seismic landslides have significant remote characteristics,and seismic action can weaken the correlation between θ,V,H and H/L. The movement speed of the landslide near the foot of the slope often reaches its peak,and the foot of the slope has a significant blocking effect on the movement of the landslide. The research results have reference significance for the study of landslide movement characteristics and disaster prevention and mitigation.

       

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