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露天转地下开采岩体稳定性三维数值模拟

韩放, 谢芳, 王金安

韩放, 谢芳, 王金安. 露天转地下开采岩体稳定性三维数值模拟[J]. 工程科学学报, 2006, 28(6): 509-514. DOI: 10.13374/j.issn1001-053x.2006.06.001
引用本文: 韩放, 谢芳, 王金安. 露天转地下开采岩体稳定性三维数值模拟[J]. 工程科学学报, 2006, 28(6): 509-514. DOI: 10.13374/j.issn1001-053x.2006.06.001
HAN Fang, XIE Fang, WANG Jinan. 3-D numerical simulation on the stability of rocks in transferred underground mining from open-pit[J]. Chinese Journal of Engineering, 2006, 28(6): 509-514. DOI: 10.13374/j.issn1001-053x.2006.06.001
Citation: HAN Fang, XIE Fang, WANG Jinan. 3-D numerical simulation on the stability of rocks in transferred underground mining from open-pit[J]. Chinese Journal of Engineering, 2006, 28(6): 509-514. DOI: 10.13374/j.issn1001-053x.2006.06.001

露天转地下开采岩体稳定性三维数值模拟

基金项目: 

教育部高等学校博士学科点专项科研基金(No.20040008025)

详细信息
    作者简介:

    韩放(1962-),男,高级工程师,博士

  • 分类号: TD325

3-D numerical simulation on the stability of rocks in transferred underground mining from open-pit

  • 摘要: 露天转地下开采围岩应力和工程尺度同时影响着地下工程和露天边坡的稳定性.通过三维数值模拟,揭示了露天边坡内地下开采采场周围和边坡的力学环境,探讨了围岩移动变形、应力分布和破坏机理,分析了边坡稳定性状况.研究表明,在扰动边坡下进行地下开采,坡脚处的局部弧形破坏区将进一步恶化,但不会影响边坡的整体稳定性.由于边坡的卸荷作用,导致采场上覆岩层成拱机制减弱,采空区覆岩存在整体垮冒的可能性.
    Abstract: Both the stress environment and the size of underground excavation influence the stability of the mining face and the slope. Numerical analysis of FLAC3D was used to reveal the stress environment arouiad the excavation in the slope, discuss the strata movement, stress distribution and failure mechanism, and analyze the stability of the slope affected by underground excavation. The results show that local curved failure zones may become worse during underground mining under the disturbed slope, but the stability of the slope as a whole will not be changed. For the unloading effect, the arching mechanism in the roof strata is weakened, and the probability of catastrophic collapse exists in roof strata above the mining zone.
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  • 被引次数: 0
出版历程
  • 收稿日期:  2005-12-15
  • 修回日期:  2006-02-23
  • 网络出版日期:  2021-08-23
  • 刊出日期:  2006-06-24

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