Experimental research on coal seam similar material proportion and its application

被引:0
|
作者
Cheng Weimin [1 ,2 ]
Sun Lulu [1 ,2 ]
Wang Gang [1 ,2 ]
Du Wenzhou [2 ,3 ]
Qu Hongyuan [3 ]
机构
[1] Key Laboratory of Ministry of Education for Mine Disaster Prevention and Control, Shandong University of Science & Technology
[2] College of Mining & Safety Engineering, Shandong University of Science & Technology
[3] Department of Mining Engineering, Colorado School of Mines
关键词
Similar material simulation test; Low strength proportioning test; Uniaxial compressive strength; Sensitivity analysis; Thick coal seam;
D O I
暂无
中图分类号
TD315 [岩石力学性质试验];
学科分类号
0819 ;
摘要
In this paper, the optimization design of the low strength mechanical test and orthogonal test have been analyzed in order to simulate the mechanical properties of thick and extra-thick coal seam accurately in a similar material simulation test. The results show that the specimen can reach a wider range of strength when cement has been used compared to that of gypsum, suggesting that cement is more suitable for making coal seam in similar material simulation tests. The uniaxial compressive strength is more sensitive to cement than coal or sand. The proportion of coal and sand do not play a decisive role in uniaxial compressive strength. The uniaxial compressive strength and specimen density decrease as the mass percent of coal and aggregate–binder ratio rise. There is a positive correlation between uniaxial compressive strength and density. The No. 5 proportion(cement: sand: water: activated carbon: coal = 6:6:7:1.1:79.9)was chosen to be used in the similar material simulation test of steeply dipping and extra-thick coal seam with a density of 0.913 g/cm3and an uniaxial compressive strength of 0.076 MPa which are in accordance with the similarity theory. The phenomenon of overburden stratum movement, fracture development and floor pressure relief were obtained during the similar material simulation test by using the proportion.
引用
收藏
页码:913 / 918
页数:6
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