库水位-降雨耦合作用下凉水井滑坡变形机制研究
DOI:
作者:
作者单位:

1.重庆大学 土木工程学院;2.重庆市地质矿产勘查开发局南江水文地质工程地质队

作者简介:

通讯作者:

中图分类号:

TU375.4

基金项目:

重庆英才创新创业示范团队(2022);中国博士后科学基金资助项目(2021M700608);重庆市自然科学基金项目(cstc2021jcyj-bsh0047);中煤科工重庆设计研究院(集团)有限公司科研项目(No. H20230317)


Mechanism of Liangshuijing landslide deformation under the coupled effect of reservoir water level fluctuation and rainfall
Author:
Affiliation:

1.School of Civil Engineering, Chongqing University;2.Nanjiang Hydro-geology and Engineering Geology. Team of Chongqing Geology Mineral Bureau

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    库水位变化和降雨是影响三峡库区滑坡失稳破坏的主要因素,库区滑坡的变形机制自蓄水以来成为研究的热点。结合凉水井滑坡近年来的监测数据,在考虑滑坡位移阶跃演进变化基础上,利用多年库水位变化和降雨数据,建立了滑坡的水力计算模型,研究了库水位变动和降雨共同作用下滑坡的渗流场、稳定性和位移变化规律,探讨了凉水井滑坡内在变形机制。研究结果表明,滑坡前部和后部的渗流场分别主要受库水位和降雨影响,中部则受到两者的联合作用;滑坡稳定性系数随库水位涨落而呈周期性变化,降雨进一步降低了滑坡整体稳定性;滑坡地表位移呈阶跃式上升趋势,库水位下降引起位移跃迁增长,库水位上升使位移变化趋于稳定。总体上,凉水井滑坡在库水位变动和降雨共同作用下,地下渗流场发生变化引起水力条件改变导致滑坡产生变形,目前滑坡变形主要集中在坡脚处,变形范围逐渐向后延伸,滑坡中后部变形稳定。库水位变化对滑坡变形影响比较明显,库水位变化速率较大的年份,应当注意加强对滑坡变形的预警监测。

    Abstract:

    Reservoir water level fluctuations and rainfall are primary contributors to the destabilization and damage of landslides in the Three Gorges Reservoir area (TGRA). Consequently, the investigation of the landslide deformation mechanism in the TGRA has gained significant attention since the implementation of the Three Gorges Reservoir. By utilizing recent monitoring data and focusing on the stepwise evolution of displacement, this study establishes a hydraulic calculation model for the Liangshuijing landslide. The research incorporates long-term data on reservoir water level fluctuations and rainfall to investigate the seepage field, stability, and displacement patterns under the combined influence of reservoir water level fluctuations and rainfall. Additionally, the study explores the intrinsic deformation mechanism of the Liangshuijing landslide. The results indicate that the seepage field in the front and back of the landslide is primarily influenced by the reservoir water level and rainfall, respectively, while the middle part is affected by the combination of both. The stability coefficient exhibits periodic changes corresponding to the rise and fall of the reservoir water level, and rainfall further diminishes the overall landslide stability. The surface displacement demonstrates an incremental trend, with a decrease in reservoir water level causing the displacement to increase incrementally, while an increase in reservoir water level tends to stabilize the displacement. Overall, the deformation of the Liangshuijing landslide is primarily caused by the reservoir water level fluctuations and rainfall, which subsequently impact the underground seepage field and hydraulic conditions, resulting in deformation. Generally, the current deformation is primarily concentrated at the foot of the slope, gradually extending towards the rear. The stabilization of deformation is observed in the middle and rear regions. Changes in the reservoir water level have a more pronounced impact on landslide deformation, and during years with greater fluctuations in the reservoir water level, it is crucial to enhance early warning monitoring of the deformation.

    参考文献
    相似文献
    引证文献
引用本文
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2023-10-24
  • 最后修改日期:2023-12-27
  • 录用日期:2023-12-27
  • 在线发布日期:
  • 出版日期: