SLOPE STABILITY ANALYSIS OF QUARTZ SAND FROM TIN ORE TAILING USING PARTICLE FLOW CODE METHOD
Tailing is a residue that is not a target mineral and is usually considered less valuable. Tailing materials from the processing plant will be placed in an area called a tailings storage facility (TSF). However, tailing may contain materials or minerals that are valuable. For example, tailing fro...
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Format: | Theses |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/75186 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | Tailing is a residue that is not a target mineral and is usually considered less valuable.
Tailing materials from the processing plant will be placed in an area called a tailings
storage facility (TSF). However, tailing may contain materials or minerals that are
valuable. For example, tailing from tin mining contains quartz. TSF mining can be
done to exploit materials that have the potential for reuse. In the process of quartz
tailing mine operation, slopes will form in the excavation boundary area. Slopes
formed of loose material have a higher risk of instability. In this study, slope stability
will be analyzed using the PFC method. The input parameters of the PFC method are
grain size distribution and material microparameters obtained from calibration results
between macro parameters obtained from laboratory test results with macro
parameters that obtained from UCS simulation using PFC2D software. The simulation
was carried out on a slope model obtained from the recommendation of the Hoek &
Bray (1981) graph with a height of 25 meters and a variable slope. The modeling
results show that slopes with angles of 26o-39o experience instability and do not show
any sign of instability at slope angles of 24o. In addition, from the model simulation, it
was obtained that models with a gentler slope angle experienced a smaller
displacement compared to models with steeper slope angles. From this study, it can be
concluded that the greater the slope angle will result in greater displacement and
instability. |
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