用控制图法预测边坡失稳

IF 0.4 Q4 ENGINEERING, GEOLOGICAL Journal of the Korean Geosynthetic Society Pub Date : 2018-01-01 DOI:10.12814/jkgss.2018.17.2.009
박성용, 장동수, 정재훈, Kim Young Ju, Kim Yongseong
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引用次数: 3

摘要

本文通过现场模型试验,分析了边坡在破坏过程中的行为。采用逆位移和k值的x-MR控制图法进行分析。结果,在案例1边坡失稳前4分钟,该前兆得到确认。分析了控制极限线随移动范围的变化规律,表明K = 3是有效的。利用逆位移法和x-MR控制图法,通过快速客观的判断,有助于异常行为的预测。利用控制图法预测边坡失稳,可以作为边坡计量管理标准的基础数据,有助于减少边坡灾害造成的生命财产损失。
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Prediction of Slope Failure Using Control Chart Method
In this study, a field model experiment was performed to analyze the bahavior of slope during failure. It was analyzed through x-MR control chart method with inverse displacement and K-value. As a result, the portent was confirmed at 4 minutes before slope failure in Case 1. The change of the control limit line according to moving range was analyzed and it was effective to apply K = 3. Use of the inverse displacement and x-MR control chart method will be useful for the prediction of abnormal behavior through quick and objective judgment. Prediction of slope failure using control chart method can be used as basic data of slope measurement management standard, and it can contribute in reduction of life and property damage caused by slope disaster.
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