OPTIMUM PILLARS DEDIGN IN ROOM& PILLAR METHOD FOR SEAM C۱ IN PARVADEHIRANTABAS COAL MINE BYCMRR ۲۰۰۷, ALPS & ALPS
Publish place: 3rd Iranian Mining Engineering Conference
Publish Year: 1388
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
IMEC03_274
تاریخ نمایه سازی: 22 آذر 1401
Abstract:
One of the basic parameter of mine design in Room and Pillar Method is accuratedesign of pillars dimensions, so that having economized project, safety faces,mining operation and recovery pillar are depend on accurate design of pillarsdimensions. In Room and Pillar Method, a part of mine material reminds as a pillar,so the main goal of pillars design is to design pillars with minimum dimensions thatkeep the faces safe and create stable rooms. The goal of this research is to calculateand design the optimum pillars dimensions in Room and Pillar Method for seam C۱in Parvadeh -Tabas coal mine. For this purpose, first the condition of Central Mineroof has been analyzed using Coal Mine Roof Rating (CMRR), the result of theprogram CMRR ۲۰۰۷ is CMRR= ۴۷ and the adjusted one is CMRR= ۴۰ whichdemonstrate the weak roof of the mine. The length and width of pillars are۱۵m۱۵m and optimum excavation rate is ۴۳.۸% for seam C۱ are designed bySoftware ARMPS. Because of the ۴% excavation rate and ۱۵.۲۵ m۲ pillars areadecrease, with the same bolt plan (ARBS) as well as the previous design, this designis economized.
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Authors
M Ghadimi Yamcheloo
Tabas Coal Mine Project, Iran,
J Gholamnejad
Assistance professor, Yazd University, Yazd, Iran,