首页|Mechanical responses and fracturing behaviors of coal under complex normal and shear stresses,Part Ⅰ:Experimental results

Mechanical responses and fracturing behaviors of coal under complex normal and shear stresses,Part Ⅰ:Experimental results

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This work presents experimental tests based on coal collected from a coal mine based underground water reservoir(CMUWR).The mechanical responses of dry and water-soaked coal samples under the complex normal and shear stresses under multi-amplitude and variable frequency is investigated.The experimental results reveal the effects of stress path,water soaking and frequency on deformation,energy dissipation,secant modulus and shear failure surface roughness.The experimental results show that when normal and shear stresses are applied simultaneously,there is a significant competi-tive relationship between them.On the dominant side,the strain rate will be significantly increased.The sample under a loading frequency of 0.2 Hz exhibits a longer fatigue life.During the cyclic shear test,the shear strain of the water-soaked sample is higher than that of the dry samples.The average roughness coefficient of failure surface exhibits an increasing pattern with increase in shear strength,the elevated roughness of a shear surface is advantageous in constraining shear displacements of specimens,thereby lowering the energy dissipation.This study can provide theoretical and practical implications for a long-term safety evaluation of CMUWR.

Coal pillarCyclic shearRoughnessDeformationEnergy dissipation

Z.Y.Song、W.G.Dang、Z.C.Bai、Y.Zhao、P.T.Wang、Z.Yang

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State Key Laboratory of Water Resource Protection and Utilization in Coal Mining,Beijing,China

Department of Civil Engineering,University of Science &Technology Beijing,Beijing 100083,China

School of Civil Engineering,Sun Yat-Sen University,Zhuhai 519082,China

2024

国际煤炭科学技术学报(英文)

国际煤炭科学技术学报(英文)

CSTPCD
ISSN:2095-8293
年,卷(期):2024.11(4)