Study on Target Reliability of Mine Rock Slopes by Grey Fixed Weight Clustering and Analogy Method—Case Study of the Jinbao Iron Mine

IF 1.9 4区 地球科学 Q2 GEOCHEMISTRY & GEOPHYSICS pure and applied geophysics Pub Date : 2024-04-08 DOI:10.1007/s00024-024-03471-7
Axin Zheng, Jianping Pan
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Abstract

The target reliability of mine rock slopes must be scientifically determined, which can fully reflect the safety level of slope stability and plays an essential role in establishing slope reliability design guidelines. Since the design guidelines based on reliability methods have not been established for mine rock slopes, the suggested target reliability values are proposed based on the grey fixed weight clustering and analogy method. Firstly, a new evaluation method of slope safety grade is proposed by considering more influencing factors of slopes. Secondly, the grey fixed weight clustering is used to quantitatively processes the slope reliability data, and the slope safety grade is judged. Then, the target reliability of each grade is obtained by the analogy method. Finally, the equal difference method is applied to set the threshold of allowable failure probability for the minimum service life of slopes, and the reliability of other service life is processed by linear interpolation. The results show that, the target reliability of the maximum service life for grade I, II, III ductile failure is 3.25, 2.75, 2.25, and brittle failure is 3.75, 3.25, 2.75, respectively. the allowable failure probability of the minimum service life for each grade shows that the ductile failure is 1%, 3%, 5% and brittle failure is 0.5%, 1%, 3%, respectively. In addition, the suggested values of Inter-ramp and Bench slopes are also improved, and a case study is conducted in the Jinbao iron mine to illustrate the feasibility of the method and results in this paper.

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灰色固定权重聚类和类比法的矿山岩石边坡目标可靠性研究--金宝铁矿案例研究
矿山岩石边坡的目标可靠度必须科学确定,它能充分反映边坡稳定性的安全水平,对制定边坡可靠度设计准则起着至关重要的作用。由于基于可靠度方法的矿山岩石边坡设计准则尚未建立,因此基于灰色定权聚类法和类比法提出了可靠度目标值建议。首先,通过考虑更多的边坡影响因素,提出了一种新的边坡安全等级评价方法。其次,利用灰色定权聚类法对边坡可靠性数据进行定量处理,判断边坡安全等级。然后,通过类比法得到各等级的目标可靠度。最后,采用等差法设定边坡最低使用年限的允许失效概率阈值,并通过线性插值法处理其他使用年限的可靠性。结果表明,Ⅰ、Ⅱ、Ⅲ级韧性破坏的最大使用寿命目标可靠度分别为 3.25、2.75、2.25,脆性破坏的最大使用寿命目标可靠度分别为 3.75、3.25、2.75,各等级最小使用寿命的允许破坏概率分别为 1%、3%、5%,脆性破坏的允许破坏概率分别为 0.5%、1%、3%。此外,还改进了斜坡间和斜坡台阶的建议值,并在金宝铁矿进行了案例研究,以说明本文方法和结果的可行性。
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来源期刊
pure and applied geophysics
pure and applied geophysics 地学-地球化学与地球物理
CiteScore
4.20
自引率
5.00%
发文量
240
审稿时长
9.8 months
期刊介绍: pure and applied geophysics (pageoph), a continuation of the journal "Geofisica pura e applicata", publishes original scientific contributions in the fields of solid Earth, atmospheric and oceanic sciences. Regular and special issues feature thought-provoking reports on active areas of current research and state-of-the-art surveys. Long running journal, founded in 1939 as Geofisica pura e applicata Publishes peer-reviewed original scientific contributions and state-of-the-art surveys in solid earth and atmospheric sciences Features thought-provoking reports on active areas of current research and is a major source for publications on tsunami research Coverage extends to research topics in oceanic sciences See Instructions for Authors on the right hand side.
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