دورية أكاديمية

Compaction and seepage characteristics of broken coal and rock masses in coal mining: A review in laboratory tests

التفاصيل البيبلوغرافية
العنوان: Compaction and seepage characteristics of broken coal and rock masses in coal mining: A review in laboratory tests
المؤلفون: Cun Zhang, Yanhong Chen, Zhaopeng Ren, Fangtian Wang
المصدر: Rock Mechanics Bulletin, Vol 3, Iss 2, Pp 100102- (2024)
بيانات النشر: KeAi Communications Co., Ltd., 2024.
سنة النشر: 2024
المجموعة: LCC:Mining engineering. Metallurgy
LCC:Hydraulic engineering
مصطلحات موضوعية: Coal mining, Broken coal and rock, Laboratory test, Engineering problems, Experimental equipment, Breakage characteristics, Mining engineering. Metallurgy, TN1-997, Hydraulic engineering, TC1-978
الوصف: Broken coal and rock (BCR) are an important component medium of the caving zone in the goaf (or gob), as well as the main filling material of fault fracture zone and collapse column. The compaction seepage characteristics of BCR directly affect the safe and efficient mining of coal mines. Thus, numerous laboratory studies have focused on the compaction seepage characteristics of BCR. This paper first outlines the engineering problems involved in the BCR during coal mining including the air leakage, the spontaneous combustion, the gas drainage, and the underground reservoirs in the goaf. Water inrush related to tectonics such as faults and collapse columns and surface subsidence related to coal gangue filling and mining also involve the compaction seepage characteristics of BCR. Based on the field problems of BCR, many attempts have been made to mimic field environments in laboratory tests. The experimental equipment (cavity size and shape, acoustic emission, CT, etc.) and experimental design for the BCR were firstly reviewed. The main objects of laboratory analysis can be divided into compression tests and seepage test. During the compaction test, the main research focuses on the bearing deformation characteristics (stress-strain curve), pore evolution characteristics, and re-crushing characteristics of BCR. The seepage test mainly uses gas or water as the main medium to study the evolution characteristics of permeability under different compaction stress conditions. In the laboratory tests, factors such as the type of coal and rock mass, particle size, particle shape, water pressure, temperature, and stress path are usually considered. The lateral compression test of BCR can be divided into three stages, including the self-adjustment stage, the broken stage, and the elastic stage or stable stage. At each stage, stress, deformation, porosity, energy, particle size and breakage rate all have their own characteristics. Seepage test regarding the water permeability experiment of BCR is actually belong to variable mass seepage. While the experimental test still focuses on the influence of stress on the pore structure of BCR in terms of gas permeability. Finally, future laboratory tests focus on the BCR related coal mining including scaling up, long term loading and water immersion, mining stress path matching were discussed.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
تدمد: 2773-2304
Relation: http://www.sciencedirect.com/science/article/pii/S2773230424000015; https://doaj.org/toc/2773-2304
DOI: 10.1016/j.rockmb.2024.100102
URL الوصول: https://doaj.org/article/50fa4e66da08449abfa6560aa778e76e
رقم الأكسشن: edsdoj.50fa4e66da08449abfa6560aa778e76e
قاعدة البيانات: Directory of Open Access Journals
الوصف
تدمد:27732304
DOI:10.1016/j.rockmb.2024.100102