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Prediction of Slope Failure on Rock Cutting Slope

机译:岩石Cutting坡的边坡破坏预测

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摘要

This study was carried out to make the score table for prediction of slope failure on cutting slope through investigating effect factors on slope failure at 150 slopes in the whole country. As a result, The effective factors of slope failure are showed in order as follows; technical level of slope control works, fill condition of discontinuity surface, slope form, direction of discontinuity surface to slope direction, record of slope failure, slope degree, height of slope, and weathering degree of bedrock. The result suggested that the cutting slope will be cut under 16m slope height and maintained under 62 degree of slope as much as possible in order to reduce slope failure. The score table for prediction of slope failure was made by the Quantification theoiy(I), which is well corresponded with dangerous degree of slope failure (R~2=0.48), and the verification ratio of the score table shows 62.5%. The score table for prediction of slope failure was evaluated to stable prediction method and will be useful for ojudgement of slope stability.
机译:通过研究全国150个边坡的边坡破坏影响因素,建立了预测边坡边坡破坏的评分表。结果,按以下顺序显示了边坡破坏的有效因素。边坡治理工程的技术水平,不连续面的填充条件,边坡形式,不连续面的方向到边坡方向,边坡破坏记录,边坡度,边坡高度和基岩的风化度。结果表明,在减少16m坡度的情况下,要尽量减少边坡,并尽量保持在62度以下,以减少边坡破坏。用定量理论(I)制作了预测边坡破坏的评分表,该评分表与危险度的边坡破坏程度(R〜2 = 0.48)非常吻合,评分表的验证率为62.5%。用稳定预测方法对用于预测边坡破坏的评分表进行了评估,这将有助于判断边坡稳定性。

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