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| Research on deformation characteristics and energy evolution mechanisms of shale under constant amplitude cyclic loading |
| JIANG Changbao1,2,WEI Cai1,2,ZHUANG Wanjun3,DUAN Minke2,4,CHEN Yufei1,2,YU Tang1,2 |
| (1. State Key Laboratory of Coal Mine Disaster Dynamics and Control,Chongqing University,Chongqing 400030,China;2. School of Resources and Safety Engineering,Chongqing University,Chongqing 400030,China;3. Xiaotun Coal Mine,Guizhou Dafang Coal Industry Co.,Ltd.,Bijie,Guizhou 551600,China;4. State Key Laboratory of Mining Response and Disaster Prevention and Control in Deep Coal Mines,Anhui University of Science and Technology,Huainan,Anhui 232001,China) |
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Abstract During the development of shale gas fields,the surrounding rock is always in a three-way high-pressure state. After the completion of hydraulic fracturing,the pressures of the shale gas in the fracture and the fracturing fluid will decrease along with the backflow of the high-pressure fracturing fluid. The shale reservoir suffers long-term cyclic loading in the whole process. In order to explore the mechanical properties of shale under cyclic loading,triaxial variable upper and lower limit constant amplitude cyclic loading and unloading experiments on natural shale were performed under different confining pressures by using the RLW–2000 microcomputer servo rock triaxial testing machine,and the deformation characteristics,energy evolution mechanism and damping characteristics of shale were analyzed. The experimental results show that the deformation modulus and the Poisson¢s ratio fluctuate drastically in the few cycles near failure,indicating that the shale is about to fail. Under variable upper and lower limit constant amplitude cyclic loads,the stress reaching the stage of energy weakening at a low confining pressure is smaller than that at a high confining pressure,while the stress at the energy-strengthening stage does the opposite. The stress ratio can be used as the threshold point for energy conversion and distribution of the specimen to predict the energy strengthening and weakening process in the deformation and failure of the specimen. Finally,the relationship between the cumulative horizontal energy and the stress ratio of shale under variable upper and lower limit constant amplitude cyclic loads was clarified,and the evolution law of the damping ratio with the stress ratio and the number of cycles was revealed.
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