کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
286480 1363069 2016 8 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Width design for gobs and isolated coal pillars based on overall burst-instability prevention in coal mines
ترجمه فارسی عنوان
طراحی عرض برای گوب و ستون های زغال سنگ جدا شده بر اساس پیشگیری از شکست ناپایداری در معادن زغال سنگ
کلمات کلیدی
طراحی عرض پرش معدن، ستون زغال سنگ جداگانه، نسبت شکست ناپایدار به طور کلی، فشار متقابل
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی

An investigation was conducted on the overall burst-instability of isolated coal pillars by means of the possibility index diagnosis method (PIDM). First, the abutment pressure calculation model of the gob in side direction was established to derive the abutment pressure distribution curve of the isolated coal pillar. Second, the overall burst-instability ratio of the isolated coal pillars was defined. Finally, the PIDM was utilized to judge the possibility of overall burst-instability and recoverability of isolated coal pillars. The results show that an overall burst-instability may occur due to a large gob width or a small pillar width. If the width of the isolated coal pillar is not large enough, the shallow coal seam will be damaged at first, and then the high abutment pressure will be transferred to the deep coal seam, which may cause an overall burst-instability accident. This approach can be adopted to design widths of gobs and isolated coal pillars and to evaluate whether an existing isolated coal pillar is recoverable in skip-mining mines.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Rock Mechanics and Geotechnical Engineering - Volume 8, Issue 4, August 2016, Pages 551–558
نویسندگان
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