肯尼亚Kisii县Nyamarambe皂石矿区边坡稳定性分析

Kayusi Ondabu Fredrick, Maarifa Ali Mwakumanya, Mwakio P Tole
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引用次数: 0

摘要

皂石开采设计导致边坡不稳定,导致采石场事故,造成伤害和死亡的手工矿工。滑石岩层边坡失稳和岩体滑入露天矿是滑石矿山的常见问题。研究了边坡角度和高度对开挖矿山边坡坡度、安全系数和失稳的影响。本文概述了矿区的不稳定边坡。关于基西岛皂石矿开采的研究主要集中在社会经济方面,但很少有关于皂石岩开采地址中常见的边坡不稳定性的报道。基西皂石采石场在开采过程中多次发生边坡破坏事故,对其进行了检查。对采石场进行实地调查,收集了皂石采石场和潜在边坡破坏区的地貌学野外数据。使用数字倾斜仪和卷尺收集采石场的几何数据。利用LEM对边坡安全系数进行计算和分析,预测边坡失稳风险。研究结果表明,不安全的采矿设计增加了边坡的角度和高度,诱发了不稳定的地质灾害风险。露天矿皂岩岩体软弱,易发生边坡破坏。采石场坡角和坡高均值分别为69.1°和6.19 m,安全系数均值为0.565,表明采石场边坡均不稳定。结果表明,增大滑石矿边坡角度和边坡高度会降低边坡破坏地质灾害的安全系数。该研究建议手工采矿者应始终在最佳的边坡角度和高度下开采,并建议边坡稳定岩土技术用于进一步的科学和学术研究工作。本文为边坡破坏缓解、可持续皂石开采、开采后淘汰改造和管理提供了重要的数据库。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Slope stability analysis at soapstone mining sites in Nyamarambe, Kisii County, Kenya
Soapstone mining designs cause slope instability, resulting in quarry accidents causing injuries, and death to artisanal miners. Slope destabilization of soapstone strata and sliding of rock masses into open pits are common in soapstone mines. This study assessed the influence of slope angles and heights on the slope gradient, safety factor and instability of the excavated mine slopes. This paper outlines unstable slopes at the mining sites. Studies on soapstone mining in Kisii have mostly focused on socio-economic aspects but very little has been reported on slope instabilities that are common in soapstone rocks mining geosites. Kisii soapstone quarries were examined as several slope failure accidents have been encountered during mining. Field surveys made to the quarries enabled the collection of geomorphometric field data on soapstone quarries and potential slope failure zones. A digital inclinometer and tape measure were used to collect geometric data from the quarries. LEM was used to compute and analyze the factor of safety of slopes to predict the slope instability risks. The findings reveal that unsafe mining designs increase slope angles and heights, inducing instability geohazard risks. The soapstone rock mass in the opencast mines is weak and prone to slope failure. The means of slope angles and heights of the sampled quarries were 69.1° and 6.19 meters with the safety factor mean value of 0.565 indicating that all the examined quarry slopes are unstable. The results reveal that increasing slope angles and heights in soapstone mines decreases the factor of safety resulting in slope failure geohazards. The study recommends that artisanal miners should always mine under optimized slope angles and heights and suggests slope stabilization geotechniques for further scientific and academic research works. This paper provides a significant database for slope failure mitigation, sustainable soapstone mining, post-mining phaseout transformations and management.
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