Study on stability of strip coal pillar with different moisture content

被引:0
作者
Yang Y. [1 ]
Zhao N. [2 ]
Ma D. [1 ]
Zhang F. [1 ]
机构
[1] State Key Laboratory of Mining Disaster Prevention and Control Co-Founded by Shandong Province and the Ministry of Science and Technology, Shandong University of Science and Technology, Qingdao, 266590, Shandong
[2] Yangcheng Coal Mining, Jining Sources of Energy Development Group Co. Ltd., Jining, 272502, Shandong
来源
Caikuang yu Anquan Gongcheng Xuebao/Journal of Mining and Safety Engineering | 2016年 / 33卷 / 01期
关键词
Creep test; Moisture content; Numerical simulation; Stability; Strip coal pillar;
D O I
10.13545/j.cnki.jmse.2016.01.007
中图分类号
学科分类号
摘要
The stability of strip coal pillar under high stress is obviously affected by water abundance of coal seam. In order to study the influence of moisture content on creep characteristics of strip coal pillar, creep tests of coal specimens with different moisture content have been carried out firstly, and the results have revealed that moisture content has obvious influence on creep characteristics of coal specimens, to be more specific, with the increase of moisture content, the creep deformation gets bigger, but the creep threshold value, the creep strength and the creep coefficient get lower. The fitting results of creep tests have shown that the creep mechanical properties of coal can be well described with the improved Burgers model. Based on the creep test results, the creep characteristics and stability of strip coal pillar with different moisture content have been analyzed with the FLAC3D numerical simulation software. With the increase of moisture content, the distance between the peak stress position and the strip coal pillar boundary will increase, so will the plastic zone of the strip coal pillar; meanwhile, the vertical stress of coal pillar and the creep deformation will decrease, but the bearing capacity of coal pillar will reduce, and the time the strip coal pillar using to gets into long-term stability state will increase. The simulated results have indicated that when the moisture content is 0.78%, 1.07% and 1.36%, the widths of plastic zone of the strip coal pillar are 10, 12 and 16 m respectively and the period the strip coal pillar gets into long-term stability is 18, 24 and 36 months respectively when other conditions remain unchanged. © 2016, China University of Mining and Technology. All right reserved.
引用
收藏
页码:42 / 48
页数:6
相关论文
共 14 条
[1]  
Zou Y., Chai H., Research status of strip coal pillar stability and its main problems in China, Journal of Mining & Safety Engineering, 23, 2, pp. 141-150, (2006)
[2]  
Mark C., Barton T.M., A new look at the uniaxial compressive strength of coal, Proceedings of the 2nd North American Rock Mechanics Symposium, pp. 405-412, (1996)
[3]  
Peng S.S., Surface Subsidence Engineering, pp. 52-75, (1992)
[4]  
van der Merwe J.N., South African coal pillar database, Journal of the South African Institute of Mining and Metallurgy, 106, 2, pp. 115-128, (2006)
[5]  
Chen S., Zhou H., Guo W., Et al., Study on long-term stress and deformation characteristics of strip pillar, Journal of Mining & Safety Engineering, 29, 3, pp. 376-380, (2012)
[6]  
Chen S., Guo W., Cheng G., Et al., Research on creep supporting effect of deep strip pillar, Journal of Mining & Safety Engineering, 29, 1, pp. 48-53, (2012)
[7]  
Zhao H., Cao S., Zhang K., Et al., Study on deformation mechanism and stability control of surrounding rock in roadway for deep underground mining of oil shale, Journal of Mining & Safety Engineering, 29, 2, pp. 178-184, (2012)
[8]  
Yang Y., Wang D., Zhao N., Et al., Acoustic emission characteristics of coal creep under step load, Journal of Basic Science and Engineering, 21, 1, pp. 159-166, (2013)
[9]  
He F., Wang L., Wang Z., Et al., Experimental study on creep-seepage coupling law of coal (rock), Journal of China Coal Society, 36, 6, pp. 930-933, (2011)
[10]  
Tang C., Tang S., Humidity diffusion and rheological behavior of rock under humidity condition, Journal of Mining & Safety Engineering, 27, 3, pp. 292-298, (2010)