Deformation and failure mechanism of the mudstone slope in Xianfeng open-pit coal mine under rainfall condition.

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Title: Deformation and failure mechanism of the mudstone slope in Xianfeng open-pit coal mine under rainfall condition.
Authors: Wang, Zhenwei1 (AUTHOR), Ding, Kuo1 (AUTHOR) 309520428@qq.com, Chen, Shiya1 (AUTHOR), Shi, Jiayi1 (AUTHOR)
Source: Journal of Computational Methods in Sciences & Engineering (Sage Publications Inc.). May2025, Vol. 25 Issue 3, p2883-2894. 12p.
Subjects: Strip mining, Rainfall, Coal mining, Slopes (Soil mechanics), Surface cracks, Landslides
Abstract: Mudstone is extensively distributed in the open-pit mining area of Xianfeng Coal Mine in Yunnan, China. Since 2018, with the continuous rainfall, mudstone landslide has gradually emerged as a serious issue in the region. However, there are currently scarce research reports on rainfall-induced mudstone landslide. Therefore, this paper takes the northern slope of the Xianfeng Coal Mine as an example. Based on on-site field investigations and real-time monitoring data, the paper, while analyzing the characteristics of slope deformation, elucidates the impact of rainfall and geological lithology on the superficial failure of landslides. Analysis of existing data indicates that during sustained periods of rainfall, the infiltration process of rainwater undergoes a transformation. Initially, a major portion of the rainwater flows along the surface of the slope, while in the later stages, a significant portion of it infiltrates vertically along the slope surface and cracks. Consequently, the mode of slope deterioration also undergoes a transformation. Additionally, under the influence of rainfall infiltration, the mudstone layer at the base of the slope undergoes expansive deformation, resulting in a significant reduction in the shear strength of the slope. [ABSTRACT FROM AUTHOR]
Copyright of Journal of Computational Methods in Sciences & Engineering (Sage Publications Inc.) is the property of Sage Publications Inc. and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
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  Label: Title
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  Data: Deformation and failure mechanism of the mudstone slope in Xianfeng open-pit coal mine under rainfall condition.
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  Data: <searchLink fieldCode="DE" term="%22Strip+mining%22">Strip mining</searchLink><br /><searchLink fieldCode="DE" term="%22Rainfall%22">Rainfall</searchLink><br /><searchLink fieldCode="DE" term="%22Coal+mining%22">Coal mining</searchLink><br /><searchLink fieldCode="DE" term="%22Slopes+%28Soil+mechanics%29%22">Slopes (Soil mechanics)</searchLink><br /><searchLink fieldCode="DE" term="%22Surface+cracks%22">Surface cracks</searchLink><br /><searchLink fieldCode="DE" term="%22Landslides%22">Landslides</searchLink>
– Name: Abstract
  Label: Abstract
  Group: Ab
  Data: Mudstone is extensively distributed in the open-pit mining area of Xianfeng Coal Mine in Yunnan, China. Since 2018, with the continuous rainfall, mudstone landslide has gradually emerged as a serious issue in the region. However, there are currently scarce research reports on rainfall-induced mudstone landslide. Therefore, this paper takes the northern slope of the Xianfeng Coal Mine as an example. Based on on-site field investigations and real-time monitoring data, the paper, while analyzing the characteristics of slope deformation, elucidates the impact of rainfall and geological lithology on the superficial failure of landslides. Analysis of existing data indicates that during sustained periods of rainfall, the infiltration process of rainwater undergoes a transformation. Initially, a major portion of the rainwater flows along the surface of the slope, while in the later stages, a significant portion of it infiltrates vertically along the slope surface and cracks. Consequently, the mode of slope deterioration also undergoes a transformation. Additionally, under the influence of rainfall infiltration, the mudstone layer at the base of the slope undergoes expansive deformation, resulting in a significant reduction in the shear strength of the slope. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of Journal of Computational Methods in Sciences & Engineering (Sage Publications Inc.) is the property of Sage Publications Inc. and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
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RecordInfo BibRecord:
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      – Type: doi
        Value: 10.1177/14727978251323228
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      – Code: eng
        Text: English
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      Pagination:
        PageCount: 12
        StartPage: 2883
    Subjects:
      – SubjectFull: Strip mining
        Type: general
      – SubjectFull: Rainfall
        Type: general
      – SubjectFull: Coal mining
        Type: general
      – SubjectFull: Slopes (Soil mechanics)
        Type: general
      – SubjectFull: Surface cracks
        Type: general
      – SubjectFull: Landslides
        Type: general
    Titles:
      – TitleFull: Deformation and failure mechanism of the mudstone slope in Xianfeng open-pit coal mine under rainfall condition.
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            NameFull: Wang, Zhenwei
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            NameFull: Ding, Kuo
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            NameFull: Chen, Shiya
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            NameFull: Shi, Jiayi
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            – D: 01
              M: 05
              Text: May2025
              Type: published
              Y: 2025
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