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| Research on mechanical properties and strength criterion of carbonaceous shale with pre-existing fissures under drying-wetting cycles |
| LIU Xinxi,LI Yu,WANG Weiwei,ZHOU Yanming,CHENG Lei,FAN Zijian |
| (School of Civil Engineering,Changsha University of Science and Technology,Changsha,Hunan 410114,China) |
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Abstract In order to investigate the influence of drying-wetting cycles and the fissure angle on the mechanical properties of carbonaceous shale with pre-existing fissures,uniaxial and triaxial compression tests on carbonaceous shale with pre-existing fissures after drying-wetting cycles(0,5,15 and 20 times) were carried out. The results show that the peak strength,cohesion and internal friction angle of carbonaceous shale gradually decrease with increasing the number of drying-wetting cycles,which manifests an obvious drying-wetting deterioration effect. The degree of deterioration is as follows:peak strength>cohesion>internal friction angle. The strength deterioration degree of carbonaceous shale after drying-wetting cycles gradually decreases with increasing the confining pressure,which indicates that the confining pressure has an inhibitory effect on the drying-wetting deterioration effect. The peak strength,cohesion and internal friction angle of carbonaceous shale show a trend of decreasing first and then increasing with increasing the fissure angle,which manifests an obvious angle effect. However,the angle effect and drying-wetting deterioration effect are mutually inhibited. In other words,as the number of drying-wetting cycles increases,the peak strength,cohesion and internal friction angle will decrease and the angle effect will attenuate. By introducing two mechanical parameters(and ) into the Drucker-Prager criterion,a strength criterion was established considering the drying-wetting cycles and the fissure angle,which can well describe the drying-wetting deterioration effect and angle effect of the strength. The research results can provide a reference for the strength estimation of carbonaceous shale in engineering practice and the stability analysis of slopes.
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