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| Strength evolution law and acoustic-emission characteristics of multi-source coal-based filling body of solid wastes |
| HUA Xinzhu1,2,CHANG Guanfeng1,2,LIU Xiao1,2,3,YANG Ke1,2,CHEN Denghong1,2,LI Chen1,2,WANG Enqian1,2 |
| (1. State Key Laboratory of Deep Coal Mines Excavation Response and Disaster Prevention and Control,Anhui University of Science and Technology,Huainan,Anhui 232001,China;2. School of Mining Engineering,Anhui University of Science and Technology,Huainan,Anhui 232001,China;3. State Key Laboratory of Coal Safety,Shenyang Branch of China Coal Research Institute,
Fushun,Liaoning 113000,China) |
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Abstract Twenty-nine groups of cube specimens with a size of 70.7 mm were prepared to explore the mechanical properties of the multi-source coal-based filling body of solid wastes. The compressive strength of the filling specimens at different ages was obtained by using an uniaxial compression test system. The micromorphology and material composition of the raw materials were analyzed by XRD and SEM,and the cross-section micromorphology of the specimens at different ages was collected,to reveal the strength evolution law of the filling body. The effects of each component on the filling body strength at different ages(3,14,and 28 d) were studied based on the response surface method,and the acoustic-emission characteristics of the specimens in the whole failure process were monitored adopting an acoustic-emission test system. The results show that the influence of fly ash on the strength of the specimen is most significant,followed by gangue,desulfurization gypsum and 1∶1 mixture of gasification slag and bottom slag. Analysis by the response surface method presents that fly ash and gangue significantly affect the compressive strength of the filled specimens. The newly formed rod-shaped crystals and honeycomb cotton-flock cementitious materials gradually increase with age,which increases the strength of the filling body. The strength of the specimens at 3 d age is the maximum,and the increment of the strength of the specimens increases is largest at 3–14 d age followed by that at 14–28 d age. At the plastic-deformation stage,a few ring counts and small-amplitude energy release exist,and fine cracks appear on the specimen surface,which gradually evolve into through cracks. At the yield failure stage,the acoustic emission ring count increases sharply,and the energy accumulated in the specimen is released suddenly through the cracks on the specimen surface,resulted in the specimens to gradually crack and collapse. At the post-peak stage,the specimens still have a certain strength,and the acoustic emission event is still active,accompanied by energy release. The research results provide a basis for optimizing the filling-material ratio in the engineering site.
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