安山岩矿山边坡稳定性分析。在pasuruan摄政

Y. Cahyono, Ratih Hardini Kusuma Putri, Apri Dwi Astuti
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引用次数: 0

摘要

在采矿活动中,Rolas Nusantara Tambang有限公司需要做一个斜坡稳定性分析,因为在那个地方从来没有对斜坡的状况进行过研究。此外,还有几个问题可能导致不稳定的斜坡,如斜坡几何形状过于垂直,存在不连续场和采矿地点靠近东爪哇的几座活火山,即塞默鲁山和布罗莫山,因此地震和振动的可能性很高,可能会影响该地点斜坡的稳定性。本研究采用Janbu法计算安全系数,蒙特卡罗法计算滑坡概率,对边坡稳定性进行分析。从研究结果来看,当坡高为12米,坡度为850时,实际边坡安全系数(FK)为1.703,滑坡概率(PK)为0.000%。然后以总高36米、总坡度570为总坡度建议,得到因子值。安全性(FK)为2.170,滑坡概率(PK)为0.000%。从这些结果可以得出结论,边坡条件属于安全范畴。
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 IN ANDESITE STONE MINING ROLAS NUSANTARA TAMBANG Ltd. IN PASURUAN REGENCY
In mining activities Rolas Nusantara Tambang Ltd. needs to do a slope stability analysis because at that location there has never been a study on the condition of the slopes. In addition, there are several problems that can cause unstable slopes such as slope geometry that is too upright, the presence of discontinuity fields and mining locations that are close to several active volcanoes in East Java, namely Mount Semeru and Mount Bromo so that the potential for earthquakes and vibrations is high and can be affect the stability of the slopes at that location. This study aims to analyze slope stability using the Janbu method in calculating the factor of safety and the Monte Carlo method for the probability of landslides. From the results of the study, the actual slope safety factor (FK) was 1.703 and the probability of landslide (PK) was 0.000% with a slope height of 12 meters and a slope of 850. Then recommendations were given for the overall slope with an overall height of 36 meters and an overall slope of 570, the factor value was obtained. safety (FK) of 2.170 and probability of landslide (PK) of 0.000%. From these results it can be concluded that the slope conditions are in the safe category. 
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