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      Study on the Overburden Failure Law of High-Intensity Mining in Gully Areas With Exposed Bedrock

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      Frontiers in Earth Science
      Frontiers Media SA

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          Abstract

          Most hilly areas are dotted with gullies, some of which contain plenty of water, especially in rainy seasons. Once surface water penetrates the underground working face, it will lead to an increased water inflow of the working face. Even worse, it may induce water and sand burst accidents. To prevent geological disasters such as water and sand burst and ensure the safe production in coal mines, it is necessary to reveal the development law of “two zones” in the overburden caused by shallow-seam fully mechanized top coal caving high-intensity mining in hilly areas with exposed bedrock and timely grasp the communication between the water-flowing fractured zone (WFFZ) and the water in surface gullies. In this study, the working face P2 of the exposed bedrock surface in the Coal Mine DN is taken as the research object. First, the characteristics of overburden movement and the law of exposed bedrock surface movement in areas with exposed bedrock were investigated through similar simulation. Meanwhile, the temporal–spatial evolution of overburden movement caused by shallow-seam fully mechanized top coal caving high-intensity mining was clarified, and the mode of overburden movement was revealed. Moreover, the reason why the water inflow of the underground working face increases suddenly was theoretically explained. The following conclusions were drawn: Under shallow-seam fully mechanized top coal caving high-intensity mining, the WFFZ of the working face P2 is directly connected to the exposed bedrock surface, and the movement of the overburden is subject to the typical “two-zone” mode. The development height of the WFFZ is greater than the value in the traditional “three-zone” mode calculated according to the empirical formulas. The ratio of the WFFZ height to the mining thickness is 43.75. Under the “two-zone” mode, a water-flowing channel exists in the overburden near the open-off cut and the stopping line. When the surface water source is in the right position, the water inflow of the underground working face will increase suddenly.

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          Most cited references24

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          Mining Subsidence Engineering

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            Experimental investigation of cyclic wetting-drying effect on mechanical behavior of a medium-grained sandstone

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              • Record: found
              • Abstract: not found
              • Article: not found

              A time-independent energy model to determine the height of destressed zone above the mined panel in longwall coal mining

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                Author and article information

                Journal
                Frontiers in Earth Science
                Front. Earth Sci.
                Frontiers Media SA
                2296-6463
                March 3 2022
                March 3 2022
                : 10
                Article
                10.3389/feart.2022.833384
                29d5baa1-c34c-49d0-972d-ff5ffe66877d
                © 2022

                Free to read

                https://creativecommons.org/licenses/by/4.0/

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