Coal strength and Young's modulus related to coal rank, compressional velocity and maceral composition

被引:75
|
作者
Pan, Jienan [1 ,2 ]
Meng, Zhaoping [3 ]
Hou, Quanlin [2 ]
Ju, Yiwen [2 ]
Cao, Yunxing [4 ]
机构
[1] Henan Polytechn Univ, Sch Resources & Environm, Jiaozuo 454000, Peoples R China
[2] Univ Chinese Acad Sci, CAS, Coll Earth Sci, Key Lab Computat Geodynam, Beijing 100049, Peoples R China
[3] China Univ Min & Technol, Coll Geosci & Surveying Engn, Beijing 100083, Peoples R China
[4] Henan Polytechn Univ, Sch Safety Sci & Engn, Jiaozuo 454000, Peoples R China
基金
中国国家自然科学基金;
关键词
Coal rank; Uniaxial compressive strength; Young's modulus; Compressional velocity; Maceral; Vitrinite reflectance; ROCK STRENGTH; PERMEABILITY; FOOTHILLS; AQUIFERS;
D O I
10.1016/j.jsg.2013.07.008
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
This paper presents an experimental investigation of coal rank and maceral composition influences on the coal mechanical behaviors. The complete stress-strain behavior, uniaxial compressive strength, Young's modulus, and acoustic compressional velocity were measured and correlated to coal ranks and microstructures. The test results show that coal is an elasto-brittle geo-material and its uniaxial compressive strength and Young's modulus increase as coal rank increases. This occurs because as vitrinite reflectance or coal rank increases, coal has less microporous structure and thus higher uniaxial compressive strength. Therefore, using vitrinite reflectance value instead of vitrinite content is advantageous for correlating coal strength. The experimental results also demonstrate that compressive strength and Young's modulus have positive exponential correlation, even for different types of coal. Therefore, the compressive strength of coal is highly related to its Young's modulus. The uniaxial compressive strength and acoustic compressional velocity of coal are also correlated, but a single correlation does not exist for different coal ranks; instead, different relationships occur for different types of coal. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:129 / 135
页数:7
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