scholarly journals Movable-wall coke oven test and related analyses of a coal sample from seam 8 from Line Creek Ridge submitted by Crows Nest Resources limited project 03-3-1/11-5

1979 ◽  
Author(s):  
J G Jorgensen ◽  
T A Lloyd ◽  
W Gardiner ◽  
J C Botham
Keyword(s):  
Coal Sample ◽  
Coke Oven ◽  
Oven Test

Volatile yield as indicator of carbon reduction in coke residue of coal sample

2018 ◽  
Vol 12 ◽  
pp. 208-214
Author(s):  
V.G. Cherechukin ◽  
◽  
E.I. Lyubomishchenko ◽  
E.I. Kolesnichenko ◽  
◽  
...  
Keyword(s):  
Coal Sample ◽  
Coke Residue ◽  
Carbon Reduction ◽  
Volatile Yield

scholarly journals Experimental Analysis of the Mechanical Properties and Resistivity of Tectonic Coal Samples with Different Particle Sizes

Energies ◽  
2021 ◽  
Vol 14 (8) ◽  
pp. 2303
Author(s):  
Congyu Zhong ◽  
Liwen Cao ◽  
Jishi Geng ◽  
Zhihao Jiang ◽  
Shuai Zhang
Keyword(s):  
Mechanical Properties ◽  
Particle Size ◽  
Compressive Strength ◽  
Elastic Modulus ◽  
Uniaxial Compressive Strength ◽  
Coalbed Methane ◽  
Coal Sample ◽  
Fine Particles ◽  
Particle Sizes ◽  
Tectonic Coal

Because of its weak cementation and abundant pores and cracks, it is difficult to obtain suitable samples of tectonic coal to test its mechanical properties. Therefore, the research and development of coalbed methane drilling and mining technology are restricted. In this study, tectonic coal samples are remodeled with different particle sizes to test the mechanical parameters and loading resistivity. The research results show that the particle size and gradation of tectonic coal significantly impact its uniaxial compressive strength and elastic modulus and affect changes in resistivity. As the converted particle size increases, the uniaxial compressive strength and elastic modulus decrease first and then tend to remain unchanged. The strength of the single-particle gradation coal sample decreases from 0.867 to 0.433 MPa and the elastic modulus decreases from 59.28 to 41.63 MPa with increasing particle size. The change in resistivity of the coal sample increases with increasing particle size, and the degree of resistivity variation decreases during the coal sample failure stage. In composite-particle gradation, the proportion of fine particles in the tectonic coal sample increases from 33% to 80%. Its strength and elastic modulus increase from 0.996 to 1.31 MPa and 83.96 to 125.4 MPa, respectively, and the resistivity change degree decreases. The proportion of medium particles or coarse particles increases, and the sample strength, elastic modulus, and resistivity changes all decrease.

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