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  • GeoScienceWorld  (3)
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  • GeoScienceWorld  (3)
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  • 1
    In: Lithosphere, GeoScienceWorld, Vol. 2022, No. Special 11 ( 2023-02-20)
    Abstract: With the increasing depth and intensity of coal mining, the impact on ground pressure has become one of the main disasters facing mining, seriously threatening mine safety. Introducing the concept of toughness urban design, building a joint toughness prevention and control system based on active prediction and analysis of the impact pressure risk at the back mining face according to the geological deposit conditions and mining technology conditions and passive warning using monitoring data to explore the impact precursor characteristics is an important basis for impact pressure management and has important engineering significance to ensure the safe back mining. In this paper, firstly, the whole working face is divided into small unit areas, and the BP neural network prediction model is constructed to predict and analyze each small unit separately, and the distribution of impact ground pressure hazard level in different areas of the working face is derived. Next, a FLAC numerical model was established to analyze the stress distribution and migration characteristics at different retrieval distances of the working face and to explore the main distribution areas of impact hazard. Finally, the trend method, critical value method, and dynamic rate of change method were applied to determine the early warning indicators of impact ground pressure in the Kuan Gou coal mine, establish a comprehensive early warning method of impact ground pressure applicable to the Kuan Gou coal mine, and carry out field application with good effect. The findings of this paper have good scientific significance and reference value for promoting impact hazard analysis and early warning in mines with similar geological conditions and mining technology conditions in China.
    Type of Medium: Online Resource
    ISSN: 1947-4253 , 1941-8264
    Language: English
    Publisher: GeoScienceWorld
    Publication Date: 2023
    detail.hit.zdb_id: 2484996-0
    SSG: 13
    Location Call Number Limitation Availability
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  • 2
    In: Lithosphere, GeoScienceWorld, Vol. 2022, No. Special 11 ( 2022-08-30)
    Abstract: The occurrence of coal burst in underground coal mines is complex, abrupt, and diverse, and the evaluation and prediction of coal burst hazard is the premise of effective prevention and control of coal burst. In this study, a coal burst carrier system model under the synergistic action of roof, coal seams, and floor was established, and the evolution of coal burst in underground coal mines was discussed based on the stress-vibration-energy coupling principle. On this basis, an integration method of bursting strain energy and seismic velocity tomography for coal burst assessment was proposed. With the deep and complex panel in a mine as the research object, the coal burst risk of the panel during excavation was evaluated in time and space domains, respectively. Results showed that the bursting strain energy and the active seismic velocity tomography technology can accurately identify both the positive anomalies and the negative anomalies of stress field and energy field in the mining period. Moreover, the method can not only evaluate the coal burst risk of the panel in the temporal domain but also predict the area with potential strong seismic events in the spatial domain. The research conclusions can accurately illustrate the whole complex evolution process of coal burst in underground coal mines.
    Type of Medium: Online Resource
    ISSN: 1947-4253 , 1941-8264
    Language: English
    Publisher: GeoScienceWorld
    Publication Date: 2022
    detail.hit.zdb_id: 2484996-0
    SSG: 13
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
  • 3
    Online Resource
    Online Resource
    GeoScienceWorld ; 2022
    In:  Lithosphere Vol. 2022, No. Special 11 ( 2022-08-12)
    In: Lithosphere, GeoScienceWorld, Vol. 2022, No. Special 11 ( 2022-08-12)
    Abstract: Failure mechanisms of rock are intrinsically intertwined with heterogeneity and natural fracture. However, the effects of heterogeneity on the failure of rock with natural cracks are still far from clear. By simultaneously considering rock heterogeneity and natural fractures, this paper investigated the effects of heterogeneity on the failure of rock with a single initial crack under uniaxial compressions. The RFPA method with consideration of materials properties heterogeneity was employed, and numerical models with different crack angles were developed. The stress-strain curve, crack development, failure pattern, and AE characteristics were obtained. The numerical results were also compared with experimental results. Further, the effects of initial crack angle and heterogeneity on the strength, failure pattern, and acoustic emission (AE) characteristics were investigated by parametric studies. It has been found that, for a small homogeneity, rock failure is dominated by numerous microcracks within the crack bands that are smeared from the initial crack tips to the loading ends. Rock failure is dominated by macrocracks propagated from the initial crack tips to the loading ends for a large homogeneity. A logarithmic function is proposed to describe the relationship between the uniaxial compressive strength and the homogeneity. The AE characteristics and overall damage evolution are also significantly affected by the heterogeneity.
    Type of Medium: Online Resource
    ISSN: 1947-4253 , 1941-8264
    Language: English
    Publisher: GeoScienceWorld
    Publication Date: 2022
    detail.hit.zdb_id: 2484996-0
    SSG: 13
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
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