Application of Fractals to Evaluate Fractures of Rock Due to Mining

被引:41
作者
Yang, Binbin [1 ,2 ]
Liu, Yong [2 ]
机构
[1] Xuchang Univ, Sch Civil Engn, Xuchang 461000, Peoples R China
[2] China Univ Min & Technol, Sch Resources & Geosci, Xuzhou 221116, Jiangsu, Peoples R China
基金
国家重点研发计划;
关键词
fractal dimension; entropy; fractures due to mining; rock mass; spatial and temporal variation; EVOLUTION; HYDRATION; FAILURE;
D O I
10.3390/fractalfract6020096
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
Fractures caused by mining are the main form of water inrush disaster. However, the temporal and spatial development characteristics of fractures of the rock mass due to mining are not clearly understood at present. In this paper, two geometric parameters, namely, fractal dimension and fracture entropy, are proposed to determine the spatial and temporal states of rock mass fractures caused by mining. The spatial and temporal structure characteristics of fractures in the rock mass due to mining are simulated with physical scale model testing based on digital image processing technology. A spatiotemporal model is created to examine the spatial and temporal patterns of hot and cold spots of the fractures based on a Geographic Information System (GIS). Results indicate that the fractal dimensions and entropy of the fractures network in the rock mass increase and decrease with the progression of mining, respectively, which can be examined in three stages. When the fractal dimension of the fractures in rock mass rapidly increases, the conductive fracture zone has a saddle shape. The fracture entropy of fracture has periodic characteristics in the advancing direction of the panel, which reflects the characteristics of periodic weighting. The fractal dimension and fracture entropy of fractures of the rock mass increase with time, and the rock mass system undergoes a process of increasing entropy. When the fractal dimension and fracture entropy of the fractures increase, the spatiotemporal state of fractures in rock mass caused by mining is initiated. When the fractal dimension and fracture entropy of the fractures decrease, the spatiotemporal state of fractures in rock mass is closed.
引用
收藏
页数:15
相关论文
共 31 条
[1]   FRACTAL DIMENSION DETERMINATION OF ROCK PORES BY MULTI-SCALE ANALYSIS OF IMAGES OBTAINED USING OM, SEM AND XCT [J].
Alfonso, Ismeli ;
Beltran, Alberto ;
Abatal, Mohamed ;
Castro, Ivan ;
Fuentes, Alejandra ;
Vazquez, Leonor ;
Garcia, Armando .
FRACTALS-COMPLEX GEOMETRY PATTERNS AND SCALING IN NATURE AND SOCIETY, 2018, 26 (05)
[2]   Kernel density maximum entropy method with generalized moments for evaluating probability distributions, including tails, from a small sample of data [J].
Alibrandi, Umberto ;
Mosalam, Khalid M. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2018, 113 (13) :1904-1928
[3]  
[Anonymous], 1986, SELF AFFINE FRACTAL
[4]  
[Anonymous], as an open and guided innovation process
[5]  
Blangiardo M., 2013, SPATIO TEMPORAL EPID, V4, P49, DOI [10.1016/j.sste.2012.12.001, DOI 10.1016/J.SSTE.2012.12.001]
[6]   Fluid-dependent shear slip behaviors of coal fractures and their implications on fracture frictional strength reduction and permeability evolutions [J].
Fan, Long ;
Liu, Shimin .
INTERNATIONAL JOURNAL OF COAL GEOLOGY, 2019, 212
[7]   Calculating changes in fractal dimension of surface cracks to quantify how the dynamic loading rate affects rock failure in deep mining [J].
Gao, Ming-zhong ;
Zhang, Jian-guo ;
Li, Sheng-wei ;
Wang, Man ;
Wang, Ying-wei ;
Cui, Peng-fei .
JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2020, 27 (10) :3013-3024
[8]   A Fractal and Numerical Simulation Coupled Study of Fracture Network during Coal Mining Excavation [J].
Gao, Yanan ;
Gao, Feng ;
Yeung, Man-chu Ronald .
JOURNAL OF APPLIED MATHEMATICS, 2014,
[9]   Interpreting Moran Eigenvector Maps with the Getis-Ord Gi* Statistic [J].
Griffith, Daniel A. .
PROFESSIONAL GEOGRAPHER, 2021, 73 (03) :447-463
[10]   A Preliminary Fractal Interpretation of Effects of Grain Size and Grain Shape on Rock Strength [J].
He, Wenhao ;
Hayatdavoudi, Asadollah ;
Shi, Huaizhong ;
Sawant, Kaustubh ;
Huang, Pengpeng .
ROCK MECHANICS AND ROCK ENGINEERING, 2019, 52 (06) :1745-1765