کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
809319 1468686 2016 13 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Average vertical stress on irregular elastic pillars estimated by a function of the relative extraction ratio
ترجمه فارسی عنوان
میانگین استرس عمودی بر روی ستون های الاستیک نامنظم براساس عملکرد نسبی نسبت استخراج
کلمات کلیدی
ستون های معدنی نامنظم، متوسط ​​استرس عمودی، نسبت استخراج نسبت، مدل سازی عددی، بیان تحلیلی
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی


• The concept of relative extraction ratio is introduced in this article as an explanatory variable of the average vertical stress acting on mine pillars.
• A quadratic function of the relative extraction ratio, the coefficients of which are derived from numerical modeling, is proposed.
• A numerical comparison of the proposed function with two existing methods is conducted (2D and 3D elastic conditions).
• The quadratic function offers the best approximation of the pillar load in elastic conditions when the pillars are of irregular size.
• The quadratic function is shown to be applicable to various mining geometries.

Two principal existing analytical methods, which are presented in this paper, can be used to estimate the vertical stress acting on pillars in room-and-pillar mines, based on the concept of extraction ratio. These two methods can adequately predict the pillar load in specific geometrical and mechanical conditions. However, they are not always suitable in the case of irregular geometries with important local variations of the extraction ratio. In fact, one of these methods tends to underestimate the average vertical stresses while the other significantly overestimates the highest values. Therefore, the work undertaken here is focused on the development of a more accurate analytical method for calculating the vertical stress on pillars of irregular size. By using a finite difference code, several hundreds of room-and-pillar mines with random geometries have been simulated in order to obtain numerical estimations of the average vertical stress on pillars under different configurations. A quadratic function of the relative extraction ratio is shown to provide a good fit to the numerical results. It is proposed as a new method for calculating the vertical load on elastic pillars, which offers a better approximation than the existing methods. This is verified for typical ranges of depths and extraction ratios observed in room-and-pillar mines.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: International Journal of Rock Mechanics and Mining Sciences - Volume 83, March 2016, Pages 122–134
نویسندگان
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