Experimental Study on Water Reduction of Grouting Slurry by Ultrasonic
Source abstract
Abstract
Overburden isolated grouting injection is an efficient and green mining technology. During the filling process, fly ash or gangue powder is mainly used as grouting material, and compaction grouting is carried out in the main stratum under the key stratum, thus realizing the control of surface subsidence and the protection of buildings (structures). In the process of grouting filling, slurry with high water-cement ratio (1:1) is needed to ensure its injectability and certain flow radius, which leads to large water demand and limited application in water-deficient mining areas. In addition, special geological structures such as faults have potential risks of slurry flowing into the working face. On the premise of not affecting the grout injectability, how to reduce the total water consumption of grout is one of the difficult problems to be solved urgently in the overburden isolated grouting injection. The experimental study on the feasibility of ultrasonic water reduction of grouting slurry is carried out in this paper, and the influence of ultrasonic cavitation on the fluidity of slurry is studied through experiments. The results show that ultrasonic waves can effectively improve the fluidity of slurry. Under the same fluidity, the water used for slurry preparation is reduced by 20% to 26%, and when the slurry with water-cement ratio of 0.8:1 is modified, its fluidity is equivalent to that of the slurry with a water-cement ratio of 1:1 in conventional engineering applications. The action time and power of the ultrasonic waves are the key factors affecting the modification effect of the slurry, and the ultrasonic power has a more significant influence on the action effect. The proposed ultrasonic cavitation water reduction modification method can effectively reduce the water used for slurry preparation, improve the efficiency, reliability and economic benefits of grouting filling, and provide important support for the application of the grouting filling method in restricted mining areas such as water-deficient mining areas.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Grouting, Rheology, and Soil Mechanics · Drilling and Well Engineering · Erosion and Abrasive Machining
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
School of Mines, China University of Mining and Technology, Xuzhou 221116, China
State Key Laboratory for Fine Exploration and Intelligent Development of Coal Resources, China University of Mining and Technology, Xuzhou 221116, China
Funding
National Natural Science Foundation of China · Graduate Innovation Program of China University of Mining and Technology
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