张洁, 姚鸿增, 王梓芃. 2021: 基于位移的滑坡时间概率预测方法. 工程地质学报, 29(S1): 96-105. DOI: 10.13544/j.cnki.jeg.2021-0353
    引用本文: 张洁, 姚鸿增, 王梓芃. 2021: 基于位移的滑坡时间概率预测方法. 工程地质学报, 29(S1): 96-105. DOI: 10.13544/j.cnki.jeg.2021-0353
    ZHANG Jie, YAO Hongzeng, WANG Zipeng. 2021: PROBABILISTIC PREDICTION OF SLOPE FAILURE TIME BASED ON DISPLACEMENT. JOURNAL OF ENGINEERING GEOLOGY, 29(S1): 96-105. DOI: 10.13544/j.cnki.jeg.2021-0353
    Citation: ZHANG Jie, YAO Hongzeng, WANG Zipeng. 2021: PROBABILISTIC PREDICTION OF SLOPE FAILURE TIME BASED ON DISPLACEMENT. JOURNAL OF ENGINEERING GEOLOGY, 29(S1): 96-105. DOI: 10.13544/j.cnki.jeg.2021-0353

    基于位移的滑坡时间概率预测方法

    PROBABILISTIC PREDICTION OF SLOPE FAILURE TIME BASED ON DISPLACEMENT

    • 摘要: 滑坡位移是滑坡稳定性状态的重要表观特征。对数拟合法是一种基于位移观测数据对滑坡时间进行预测的常用方法。在实际应用中,受测量误差、环境噪声和模型假设等因素的影响,滑坡时间很难准确预测。本文将滑坡时间预测中的不确定性分为观测不确定性和模型不确定性两类。基于残差Bootstrap方法,提出了观测不确定性的标定方法;搜集了降雨型滑坡案例,标定了对数拟合法预测降雨型滑坡时间的模型不确定性。在此基础上,提出了可同时考虑以上两种不确定性的滑坡时间概率预测方法。算例表明,概率方法既能提供滑坡最可能发生的时间,也能提供滑坡在不同时间点之前发生的概率水平,其预测结果与实际观测滑坡时间更为符合,可为滑坡灾害的灾害预警提供有用的信息。

       

      Abstract: Displacement is a significant apparent feature of the slope stability. The Log-fit method is a common method to predict the time of the slope failure based on the observed displacement data. In practice, the influence of measurement error, environmental noise and model assumptions may make it difficult to predict the slope failure time. In this paper, the uncertainties in slope failure time prediction were divided into observational uncertainty and model uncertainty. We suggested a method to calibrate the observational uncertainty based on the residual Bootstrap method. We collected the cases of rainfall induced landslides, and then calibrated the model uncertainty of the Log-fit method when adopted to predict the failure time of rainfall induced landslides. On this basis, we proposed a probabilistic method to predict the slope failure time considering both uncertainties. The suggested method can provide both the most likely failure time of the slope and the failure probability associated with different predicted failure time. It is demonstrated through the illustrative examples that the result from the probabilistic method accords better with the observed failure time of the slope, which can provide useful information for the early warning of landslide disasters.

       

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