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Experimental study on mechanical properties of coal specimens withdifferent moisture contents under uniaxial dynamic compression
Author: ZHAI Xinxian, LIU Qinyu, ZHAO Xiaofan, REN Zhu’an, GUO Zhaoyang Time: 2023-04-13 Counts:

doi:10.16186/j.cnki.1673-9787. 2021120121

Received:2021-12-30 00:00:00

Revised:2022-06-06 00:00:00

Online Date:2023-04-13

Experimental study on mechanical properties of coal specimens withdifferent moisture contents under uniaxial dynamic compressionOnline

ZHAI Xinxian, LIU Qinyu, ZHAO Xiaofan, REN Zhu’an, GUO Zhaoyang

School of Energy Science and EngineeringHenan Polytechnic UniversityJiaozuo 454000HenanChina

Abstract:At presentcoal seam water injection in gateway is one of the effective technical measures to prevent coal bumps in longwall top coal caving mining. Raw coal samples were selected in the coal face of Gengcun Coal Mine in Yima mining areaChina. The water absorption tests of coal specimens were carried out at laboratoryand cylindrical specimens with different moisture contents were made. SHPB dynamic impact compression tests were carried out. The influences of impact velocities and moisture contents of specimens on their dynamic mechanical properties were studied.The test results show that:(1The moisture contents of specimens are positively correlated with their absorption times. Bound on the inflection points of water content-soaking time curvesthe soaking process of specimens is divided into two stagesi.e.the early absorption stage and the later absorption stage.2The dynamic mechanical parameters of specimens are related to their impact velocities and moisture contents.While the moisture contents of specimens are constantdynamic compressive strength and dynamic elastic modulus are positively correlated with their impact ve⁃locities.While the impact velocities of specimens are constantdynamic compressive strength and dynamicelastic modulus are negatively correlated with their moisture contents.3According to the yield strength and peak strength of specimensthe whole uniaxial dynamic stress-strain process of the specimens is divided into three deformation stagesnamelythe elastic stagethe yield stageand the strain softening stage.The stress-strain fitting equation for each stage of the specimens was regressed.The conclusions can providereference for the implementation and application of the measures of coal seam water injection by deep bore⁃holes to prevent coal bumps in coal mines.

 Key words:coal specimen;moisture content;dynamic load;SHPB;dynamic mechanical property

CLC:TD315

 

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