Ultimately exposed roof area prediction of bauxite deposit goaf based on macro joint damage

被引:22
作者
Jiang, Lichun [1 ,2 ]
Yang, Chao [1 ,2 ]
Jiao, Huazhe [3 ]
机构
[1] South China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Peoples R China
[2] South China Univ Technol, Inst Safety Sci & Engn, Guangzhou 510640, Peoples R China
[3] Henan Polytech Univ, Sch Civil Engn, Jiaozuo 454003, Henan, Peoples R China
基金
中国国家自然科学基金;
关键词
Ultimately exposed roof area; Bauxite goaf; Prediction model; Macro joint damage; ROCK MASS; MODEL;
D O I
10.1016/j.ijmst.2020.06.005
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
The ultimately exposed roof area (UERA) of goaf is crucial to the safety and economics of underground mining. The prediction models do not consider the mechanical weakness of rock mass and ignore the influence of the joint damage factor, causing a large predicted exposure area with a high roof falling risk. This work adopted joint damage factor to derive a new UERA prediction model. The relationships between the UERA (S) and the span ratio (m), the density (lambda) and the diameter of fracture (d) were analysed by the new prediction model. The results showed that the exposed area S and the span ratio m have a U-shaped curve relationship. The S decreases with the increase of m and then increases when m is beyond 2. The exposed roof area S is in an inversely proportional power-law relationship with the fracture surface density lambda, and the curvature of the S-lambda relationship curve decreases when d = 0.5 and lambda > 7, and S is close to 0. There is a negative correlation between S and the fracture surface diameter d, the curvature of the S-d curve decreases with the increase of d and lambda, and the variation rate increases first and then decreases with the increase of d; when lambda = 0.5 and d > 9, S is close to 0. The predicted values of the UERA prediction model are 119.3, 112.8, and 114.6 m(2) with different joint damage parameters, which are slightly smaller than the actual critical exposure area of a roof (S = 120 m(2)). The case study shows that the alternative prediction model is reasonable and acceptable and provides new theoretical support for the underground mining safety of sedimentary bauxite ore. (C) 2020 Published by Elsevier B.V. on behalf of China University of Mining & Technology.
引用
收藏
页码:699 / 704
页数:6
相关论文
共 46 条
[1]  
[白明洲 Bai Mingzhou], 2002, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V21, P817
[2]   Numerical simulation of land subsidence and verification of its character for an iron mine using sublevel caving [J].
Cao Shuai ;
Song Weidong ;
Deng Dan ;
Lei Yuankun ;
Lan Jianqiang .
INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2016, 26 (02) :327-332
[3]   A hydraulic gradient model of paste-like crude tailings backfill slurry transported by a pipeline system [J].
Chen, Qiusong ;
Zhang, Qinli ;
Wang, Xinmin ;
Xiao, Chongchun ;
Hu, Qing .
ENVIRONMENTAL EARTH SCIENCES, 2016, 75 (14)
[4]   Microplane damage model for jointed rock masses [J].
Chen, Xin ;
Bazant, Zdenek P. .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2014, 38 (14) :1431-1452
[5]   Pore Connectivity and Dewatering Mechanism of Tailings Bed in Raking Deep-Cone Thickener Process [J].
Chen, Xinming ;
Jin, Xiangfei ;
Jiao, Huazhe ;
Yang, Yixuan ;
Liu, Juanhong .
MINERALS, 2020, 10 (04)
[6]  
Dai Ta-gen, 2016, Chinese Journal of Nonferrous Metals, V26, P1505
[7]  
Feng Yan feng, 2013, Journal of Northeastern University. Natural Science, V34, P1027
[8]   Strength of a blocky rock mass based on an extended plane of weakness theory [J].
Halakatevakis, N. ;
Sofianos, A. I. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2010, 47 (04) :568-582
[9]  
Hui X., 2017, CHINESE J ROCK MECH, V36, P3233, DOI [10.13722/j.cnki.jrme.2016.0259, DOI 10.13722/J.CNKI.JRME.2016.0259]
[10]  
[贾蓬 JIA Peng], 2006, [煤炭学报, Journal of China Coal Society], V31, P11