کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4921813 1429525 2016 6 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Experimental research on coal seam similar material proportion and its application
ترجمه فارسی عنوان
تحقیقات تجربی بر روی نسبت مواد مشابه شیلنگ زغال سنگ و کاربرد آن
کلمات کلیدی
تست شبیه سازی مواد مشابه آزمون تناسب اندام کم، استحکام فشاری یک طرفه، تجزیه و تحلیل میزان حساسیت، جوش زغال سنگ ضخیم،
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات زمین شناسی اقتصادی
چکیده انگلیسی
In this paper, the optimization design of the low strength mechanical test and orthogonal test have been analyzed in order to simulate the mechanical properties of thick and extra-thick coal seam accurately in a similar material simulation test. The results show that the specimen can reach a wider range of strength when cement has been used compared to that of gypsum, suggesting that cement is more suitable for making coal seam in similar material simulation tests. The uniaxial compressive strength is more sensitive to cement than coal or sand. The proportion of coal and sand do not play a decisive role in uniaxial compressive strength. The uniaxial compressive strength and specimen density decrease as the mass percent of coal and aggregate-binder ratio rise. There is a positive correlation between uniaxial compressive strength and density. The No. 5 proportion (cement: sand: water: activated carbon: coal = 6:6:7:1.1:79.9) was chosen to be used in the similar material simulation test of steeply dipping and extra-thick coal seam with a density of 0.913 g/cm3 and an uniaxial compressive strength of 0.076 MPa which are in accordance with the similarity theory. The phenomenon of overburden stratum movement, fracture development and floor pressure relief were obtained during the similar material simulation test by using the proportion.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: International Journal of Mining Science and Technology - Volume 26, Issue 5, September 2016, Pages 913-918
نویسندگان
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