RMR分类关系和安全因素决定露天石矿的几何坡度(案例研究:开矿采煤、南苏门答腊拉哈区西默拉皮街道)

Rahmad Dwi Prasetyo, Fikri Faris, A. Rifa’i
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引用次数: 0

摘要

摘要岩体等级(RMR)分类是岩体分类中常用的一种分类方法。在边坡稳定性分析中,需要考虑边坡岩体的几何形状。根据KEPMEN 1827 K/30/MEM/2018,需要边坡几何建议来获得静态、动态和概率条件下安全稳定的边坡安全系数。本研究是在南苏门答腊省拉哈特县西默拉皮区Kebur村露天煤矿开采经营许可证(IUP)所在地进行的。需要改变坡度几何形状,而PIT-1、PIT-5和PIT-3需要改变坡度几何形状。岩体等级越好,安全系数值越高,使边坡几何形状不需要改变。推荐使用的几何坡度是PIT-2和PIT-4的原始坡度,PIT-1的几何坡度为55⁰,PIT-3和PIT-5的几何坡度为50⁰。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Hubungan Klasifikasi RMR dan Faktor Keamanan Terhadap Penentuan Geometri Lereng Tambang Terbuka (Studi Kasus: Tambang Terbuka Batubara Desa Kebur, Kecamatan Merapi Barat, Kabupaten Lahat, Provinsi Sumatera Selatan)
tidak -1, -3 tidak memerlukan geometri lereng ABSTRACT Rock Mass Rating (RMR) classification is one of the classifications used in rock mass classification. The geometry of the rock mass on a slope needs to be considered in the analysis of slope stability. Slope geometry recommendations are needed to obtain a safe and stable slope safety factor in static, dynamic, and probability conditions according to KEPMEN 1827 K/30/MEM/2018. This research was conducted at the location of the open-pit coal mining Mining Business Permit (IUP) in Kebur Village, West Merapi District, Lahat Regency, South Sumatra Province. require a change in slope geometry, while PIT-1, PIT-5, and PIT-3 require a change in slope geometry. The better the rock mass class, the higher the safety factor value, so that the slope geometry does not require changes. The recommended slope geometry used is the original slope for PIT-2 and PIT-4, a slope with a geometric slope of 55⁰ for PIT-1, and a slope with a geometric slope of 50⁰ for PIT-3 and PIT-5.
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