دورية أكاديمية

Study on the disaster reduction mechanism of presplitting blasting and reasonable blasting parameters for shallowly buried remnant pillars

التفاصيل البيبلوغرافية
العنوان: Study on the disaster reduction mechanism of presplitting blasting and reasonable blasting parameters for shallowly buried remnant pillars
المؤلفون: Yong Yuan, Chao‐feng Yuan, Cheng Zhu, Han‐xiang Liu, Sheng‐zhi Wang
المصدر: Energy Science & Engineering, Vol 7, Iss 6, Pp 2884-2894 (2019)
بيانات النشر: Wiley, 2019.
سنة النشر: 2019
المجموعة: LCC:Technology
LCC:Science
مصطلحات موضوعية: blasting parameters, contiguous seams of shallowly buried, presplitting blasting, remnant pillar, the support working resistance, Technology, Science
الوصف: Abstract Disasters such as support crushing easily occur at the mining face under a shallowly buried remnant pillar; therefore, a method for presplitting blasting remnant pillars to relieve stress concentrations and reduce disaster occurrence is proposed. Based on the geological conditions of Nanliang Mine, combining theoretical analysis and numerical simulation to study the bearing characteristics and stress distribution characteristics of remnant pillars, the influence mechanism of presplitting blasting on remnant pillars in terms of the uncoupling factor, axial charge factor, blast hole arrangement, and detonation method is analyzed, revealing the presplitting blasting and disaster reduction mechanism of shallowly buried remnant pillars; furthermore, reasonable blasting parameters are determined. The results show that the rock is affected by the concentrated load within 40 m below the coal pillar; the reasonable blasting parameters are the uncoupled charge coefficient of 1.5, the axial charge factor of 1.0, and the simultaneous detonation of staggered holes. Blasting coal pillars can reduce the transmission effect of the overlying load and ensure the safe use of low‐resistance hydraulic support.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
تدمد: 2050-0505
Relation: https://doaj.org/toc/2050-0505
DOI: 10.1002/ese3.468
URL الوصول: https://doaj.org/article/b7e66b5e7df9434a87ee4b3adbdca722
رقم الأكسشن: edsdoj.b7e66b5e7df9434a87ee4b3adbdca722
قاعدة البيانات: Directory of Open Access Journals
الوصف
تدمد:20500505
DOI:10.1002/ese3.468