STRUCTURAL GEOLOGY FAULT EFFECT ON HIGHWALL COAL MINING AND FAILURE EVALUATION BASED ON VELOCITY DATA AT BENGALON, EAST-KUTAI DISTRIC, EAST KALIMANTAN PROVINCE.

Muh Arif Idhan, Gina Audina Alhabsyi, M. Ikbal
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Abstract

The geological structure especially folds and faults will reduce slope stability at slope mining where many events are the main factors that trigger slope failure. The geological structure "unknown" is defined as a minor geological structure that was not defined in the initial geological modeling. This uncertainty geological structure is critical issue during the mining process in coal mining. Slope stability Radar is a monitoring instrument that has been used in this research. In SSR data analysis, graphical behavior from velocity data is for monitoring program. The analysis in this research consisted of measuring the geological structure in the area where slope failure occurred and reading the velocity acceleration data from SSR instrument.Slope failure in this research study conduct on the high-wall coal mining which is in line with the geological structure plane with direction N 2460 E and dip 480, along + 150 m and at elevations RL +30 to RL -10. Velocity value at the time of slope failure was 13,568 mm/hour. This value can then be used as a reference as the “Progressive Velocity” value before the slope failure occurs at certain slope wall conditions.The content case study is expected to help engineers in increasing confidence in determining the characteristics of slope failure based on Velocity data in areas that have a geological structure, however, this study research aims to determine basic behavior in the SSR monitoring program and serve as a reference in the risk management program in the coal Mining industry.
东加里曼丹省东库台地区班加隆构造地质断层对高壁煤开采的影响及基于速度资料的破坏评价。
在边坡开采中,地质构造尤其是褶皱和断层会降低边坡的稳定性,许多事件是引发边坡破坏的主要因素。地质构造“未知”定义为初始地质建模中未定义的次要地质构造。这种不确定性地质构造是煤矿开采过程中的关键问题。边坡稳定性雷达是本研究中使用的一种监测仪器。在SSR数据分析中,速度数据的图形化行为用于监控程序。本研究的分析包括测量边坡失稳区域的地质构造和读取SSR仪器的速度加速度数据。本研究的边坡破坏为沿+ 150m、海拔RL +30 ~ RL -10的沿n2460 E、倾角480的地质构造平面的高壁采煤。边坡破坏时的流速值为13568 mm/h。这个值可以作为在一定坡壁条件下发生边坡破坏前的“递进速度”值的参考。本研究的内容案例研究旨在帮助工程师提高在有地质构造的地区根据速度数据确定边坡破坏特征的信心,然而,本研究的目的是确定SSR监测程序中的基本行为,并为煤矿行业的风险管理程序提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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