极端环境下裂缝发育对露天矿边坡稳定性影响
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1.中国矿业大学;2.中国矿业大学 露天煤矿灾害防治与生态保护全国重点实验室

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TD824.7

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教育部基础学科和交叉学科突破计划(JYB2025XDXM308);江苏省基础研究计划(BK20231079);江苏省双创博士计划项目(JSSCBS20221497)


Influence of Fracture Development on the Stability of Open-Pit Mine Slopes under Extreme Environmental Conditions
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State Key Laboratory of Disaster Prevention and Ecology Protection in Open-pit Coal Mines,China University of Mining and Technology

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    摘要:

    以顺兴露天煤矿西端帮含裂缝边坡为工程背景,采用渗流理论与流-固耦合数值模拟方法,构建了考虑极端降雨入渗的边坡稳定性分析模型。系统研究了无降雨及不同降雨强度下边坡应力场、位移场与安全系数的演变规律,揭示了裂缝发育程度及空间展布特征对边坡稳定性的影响机制,阐明了极端降雨与裂缝的耦合致灾效应。结果表明:裂缝的存在显著削弱边坡稳定性,其中向坡面方向发育的多条裂缝危害最大,易贯通形成潜在滑移面,无降雨条件下裂缝向坡面发育时最大位移由0.74 m增至1.13 m,超过1 m失稳判据;极端降雨下裂缝成为雨水优先入渗通道,致使孔隙水压力激增、变形区迅速扩大,在83.4 mm/h降雨强度下坡顶局部变形超过1 m;降雨与裂缝的耦合作用使边坡安全系数从无裂缝的1.18降至含裂缝的1.07,极端降雨下进一步降至0.9,降幅接近24%,极易诱发整体失稳。当降雨强度达2000 mm/d时,持续1 h坡顶最大位移亦超过2 m,边坡已接近失稳破坏。研究成果可为干旱半干旱地区露天矿极端暴雨期间的灾害防控提供理论指导与技术支撑。

    Abstract:

    Based on the engineering background of the slope containing tension cracks at the western end slope of Shunxing Open-pit Coal Mine, a slope stability analysis model considering extreme rainfall infiltration was constructed by using seepage theory and flu-id-solid coupling numerical simulation methods. The evolution patterns of the stress field, displacement field, and safety factor under no rainfall and various rainfall intensities were systematically investigated. The influence mechanism of the development degree and spatial distribution characteristics of tension cracks on slope stability was revealed, and the coupling disaster-inducing effect of extreme rainfall and cracks was elucidated. It was found that slope stability was significantly reduced by the presence of cracks, and the greatest risk was posed by multiple cracks developing toward the slope face, which were prone to connection, thus forming potential slip surfaces. Under no rainfall conditions, the maximum displacement of cracks extending toward the slope face was observed to increase from 0.74 m to 1.13 m, exceeding the 1 m instability criterion. During extreme rainfall, cracks were observed to become preferential infiltration pathways for rainwater, leading to a sharp rise in pore water pressure and rapid ex-pansion of the deformation zone. At a rainfall intensity of 83.4 mm/h, localized deformation at the slope crest was found to exceed 1 m. The slope safety factor was reduced by the coupling effect of rainfall and cracks from 1.18 (without cracks) to 1.07 (with cracks), and was further decreased to 0.9 under extreme rainfall, representing a nearly 24% reduction, by which the risk of triggering overall instability was highly in-creased. When the rainfall intensity was set to 2000 mm/d and sustained for 1 hour, the maximum displacement at the slope crest was also found to exceed 2 m, indicating that the slope was nearing failure. Theoretical guidance and technical support for disaster prevention and mitigation during extreme rainstorms in open-pit mines located in arid and semi-arid regions can be provided by the research findings.

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李超,丁小华,陈树召,等. 极端环境下裂缝发育对露天矿边坡稳定性影响[J]. 科学技术与工程, , ():

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  • 收稿日期:2026-06-14
  • 最后修改日期:2026-08-24
  • 录用日期:2026-09-09
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