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昆明冶金高等专科学校学报 ›› 2022, Vol. 38 ›› Issue (1): 70-.DOI: 10.3969/j.issn.1009-0479.2022.01.012

• 资源开发与测绘 • 上一篇    下一篇

基于空间效应的排土场边坡协同稳定分析

周晓超   

  1. (昆明有色冶金设计研究院股份公司,云南昆明 650051)
  • 收稿日期:2021-08-20 出版日期:2022-02-14 发布日期:2023-12-04
  • 作者简介:周晓超 (1988-),男,辽宁朝阳人,工程师,工学硕士,主要从事矿山岩石力学及采矿设计工作与研究。

Analysis of the Waste Dump Slope Synergistic Stability Based on Space Effect

ZHOU Xiaochao   

  1. ( Kunming Engineering & Research Institute of Nonferrous Metallurgy Co. , Ltd. , Kunming 650051, China)
  • Received:2021-08-20 Online:2022-02-14 Published:2023-12-04

摘要: 依托某一具体排土场工程实例,从空间效应和协同作用角度出发,采用平面二维和空间三维强度折减法分析了排土场系统的应力-应变规律。计算结果表明,不同工况下边坡稳定性系教满足本工程要求的安全标准系统处于协同稳定范围内,排土场堆排工艺具有一定的可行性和合理性:基于三维空间效应协同作用得出的稳定性系数和潜在滑动趋势与平面计算结果较为一致,排土场所处场地地形空间夹持效应不明显,水平应力的转移和位移的牵制有限。研究对排土场生产管理具有一定的指导意义。

关键词: 边坡稳定性, 强度折减法, 空间效应, 协同稳定

Abstract: From the perspective of spatial effect and synergistic effect, and relying on a specific example ofthe dump site engineering, the stress-strain rule of the dump system was analyzed based on 2D & 3Dstrength reduction methods. The results show that the stability factor of dump slope meets the safety standard under different working conditions, the system keeps synergistic stability, and the dump stackingprocess is feasible and rational. The results of stability factor and potential sliding trend are consistent be-tween 2D plane strain and 3D synergistic effect. Thus, the space clamping effect of topographical sitewhich dump locates is not obvious, transferring of horizontal stress and containment of displacement areimited, It has a certain guiding significance to the production management of the dump.

Key words: slope stability:;strength reduction method, space effect, synergistic stability

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