Shengli Yang, Qiang Li, Hao Yue, Shuai Yang, Fengqi Liu
{"title":"急倾斜煤层工作面煤壁剥落特征及稳定性控制研究","authors":"Shengli Yang, Qiang Li, Hao Yue, Shuai Yang, Fengqi Liu","doi":"10.1007/s40571-024-00897-7","DOIUrl":null,"url":null,"abstract":"<div><p>Coal wall spalling characteristics and stability control mechanisms in steeply inclined coal seam (SICS) mining are more complex and dynamic due to the imbalanced mechanical constraint environment of the coal wall. This study investigates the characteristics of coal wall spalling in SICS mining using field measurements, theoretical analysis, and numerical simulations. The internal relationship between coal wall spalling and different influencing factors is also established, and the corresponding coal wall stability control measures are put forward. Results indicate that the primary form of coal wall spalling is wedge-shaped. Under the combined action of roof pressure and gravity, the wedge body produces two components along the dip and strike directions, forming two structural planes, a and b. The a-plane predominantly experiences shear slip failure, while the b-plane primarily undergoes tensile failure. The failure criteria for the a-plane and b-plane of the wedge body are determined, with mining height, coal strength, roof pressure, and coal seam dip angle being the main influencing factors in SICS mining. The stability relationship of the coal wall under various advancing distances is investigated using the 3DEC numerical simulation. The majority of coal wall spalling occurs as an asymmetric wedge body, and the relationship between different influencing factors and coal wall spalling is examined. A comprehensive preventive and control technique for coal wall spalling in SICS mining is proposed. The engineering application demonstrates positive results and provides theoretical and technical guidance for the prevention and control of coal wall spalling in SICS mining.</p></div>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"12 3","pages":"1729 - 1750"},"PeriodicalIF":2.8000,"publicationDate":"2025-01-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Study on coal wall spalling characteristics and stability control of steeply inclined coal seam mining face\",\"authors\":\"Shengli Yang, Qiang Li, Hao Yue, Shuai Yang, Fengqi Liu\",\"doi\":\"10.1007/s40571-024-00897-7\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>Coal wall spalling characteristics and stability control mechanisms in steeply inclined coal seam (SICS) mining are more complex and dynamic due to the imbalanced mechanical constraint environment of the coal wall. This study investigates the characteristics of coal wall spalling in SICS mining using field measurements, theoretical analysis, and numerical simulations. The internal relationship between coal wall spalling and different influencing factors is also established, and the corresponding coal wall stability control measures are put forward. Results indicate that the primary form of coal wall spalling is wedge-shaped. Under the combined action of roof pressure and gravity, the wedge body produces two components along the dip and strike directions, forming two structural planes, a and b. The a-plane predominantly experiences shear slip failure, while the b-plane primarily undergoes tensile failure. The failure criteria for the a-plane and b-plane of the wedge body are determined, with mining height, coal strength, roof pressure, and coal seam dip angle being the main influencing factors in SICS mining. The stability relationship of the coal wall under various advancing distances is investigated using the 3DEC numerical simulation. The majority of coal wall spalling occurs as an asymmetric wedge body, and the relationship between different influencing factors and coal wall spalling is examined. A comprehensive preventive and control technique for coal wall spalling in SICS mining is proposed. The engineering application demonstrates positive results and provides theoretical and technical guidance for the prevention and control of coal wall spalling in SICS mining.</p></div>\",\"PeriodicalId\":524,\"journal\":{\"name\":\"Computational Particle Mechanics\",\"volume\":\"12 3\",\"pages\":\"1729 - 1750\"},\"PeriodicalIF\":2.8000,\"publicationDate\":\"2025-01-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Computational Particle Mechanics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s40571-024-00897-7\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"MATHEMATICS, INTERDISCIPLINARY APPLICATIONS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computational Particle Mechanics","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s40571-024-00897-7","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MATHEMATICS, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
Study on coal wall spalling characteristics and stability control of steeply inclined coal seam mining face
Coal wall spalling characteristics and stability control mechanisms in steeply inclined coal seam (SICS) mining are more complex and dynamic due to the imbalanced mechanical constraint environment of the coal wall. This study investigates the characteristics of coal wall spalling in SICS mining using field measurements, theoretical analysis, and numerical simulations. The internal relationship between coal wall spalling and different influencing factors is also established, and the corresponding coal wall stability control measures are put forward. Results indicate that the primary form of coal wall spalling is wedge-shaped. Under the combined action of roof pressure and gravity, the wedge body produces two components along the dip and strike directions, forming two structural planes, a and b. The a-plane predominantly experiences shear slip failure, while the b-plane primarily undergoes tensile failure. The failure criteria for the a-plane and b-plane of the wedge body are determined, with mining height, coal strength, roof pressure, and coal seam dip angle being the main influencing factors in SICS mining. The stability relationship of the coal wall under various advancing distances is investigated using the 3DEC numerical simulation. The majority of coal wall spalling occurs as an asymmetric wedge body, and the relationship between different influencing factors and coal wall spalling is examined. A comprehensive preventive and control technique for coal wall spalling in SICS mining is proposed. The engineering application demonstrates positive results and provides theoretical and technical guidance for the prevention and control of coal wall spalling in SICS mining.
期刊介绍:
GENERAL OBJECTIVES: Computational Particle Mechanics (CPM) is a quarterly journal with the goal of publishing full-length original articles addressing the modeling and simulation of systems involving particles and particle methods. The goal is to enhance communication among researchers in the applied sciences who use "particles'''' in one form or another in their research.
SPECIFIC OBJECTIVES: Particle-based materials and numerical methods have become wide-spread in the natural and applied sciences, engineering, biology. The term "particle methods/mechanics'''' has now come to imply several different things to researchers in the 21st century, including:
(a) Particles as a physical unit in granular media, particulate flows, plasmas, swarms, etc.,
(b) Particles representing material phases in continua at the meso-, micro-and nano-scale and
(c) Particles as a discretization unit in continua and discontinua in numerical methods such as
Discrete Element Methods (DEM), Particle Finite Element Methods (PFEM), Molecular Dynamics (MD), and Smoothed Particle Hydrodynamics (SPH), to name a few.