舟曲立节北山高位滑坡变形特征及成因研究
CSTR:
作者:
作者单位:

1.甘肃地质灾害防治工程勘查设计院, 甘肃 兰州 730050 ;2.甘肃省地质矿产勘查开发局第三地质矿产勘查院, 甘肃 兰州 730050 ;3.兰州理工大学 土木工程学院, 甘肃 兰州 730050

作者简介:

李威(1982-),男,高级工程师,主要从事地质灾害防治方面设计与施工工作。E-mail:48157007@qq.com。

通讯作者:

中图分类号:

P642

基金项目:

甘肃省科技重大专项(23ZDFA007);甘肃省地质矿产勘查开发局创新基金项目(2022CX12,2022CX13)


Deformation characteristics and genetic mechanism of the Lijie North Mountain high-position landslide in Zhouqu County
Author:
Affiliation:

1.Gansu Geological Disaster Prevention Engineering Exploration and Design Institute, Lanzhou 730050 , Gansu, China ;2.The Third Geological and Mineral Exploration Institute of Gansu Provincial Bureau ofGeology and Mineral Resources, Lanzhou 730050 , Gansu, China ;3.School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050 , Gansu, China

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:

    甘肃省舟曲县的立节北山滑坡近年来多次发生复活滑动并引发泥石流灾害,且目前滑体仍存在蠕滑变形,对其周围的村庄、道路以及下游的舟曲县城造成较大威胁。在了解受灾区域的大量地质资料的基础上,综合运用现场勘察测绘、卫星影像分析、全球导航卫星系统(GNSS)与微变雷达交叉监测等方法,揭示滑坡的发育特征、变形过程、发展趋势及成因机制。结果表明:立节北山为上下陡、中间缓、底部平的折线形坡体,前后缘最大高差1 450 m,为多因素耦合作用下形成的大型堆积层高位滑坡。滑坡体由10个滑坡区域组成,且各滑坡体的接触关系复杂,破坏形式各异;滑坡具有发生次数多、由下而上分级破坏的特征,形成溯源侵蚀型的破坏模式。受地质构造、地形条件、降雨等外界因素的影响,滑坡易发生整体性失稳破坏,形成滑坡-碎屑流-堰塞湖灾害链。通过多种监测手段与滑坡特〖JP3〗征相结合,可准确了解滑坡的变形过程与成因机制,为此类高位堆积层滑坡的监测及防治提供科学依据。

    Abstract:

    The reactivated Lijie North Mountain landslide in Zhouqu County, Gansu Province, has triggered repeated debris flows with ongoing creep deformation, posing significant threats to adjacent villages, roads, and downstream areas. By integrating field investigations, satellite imagery analysis, global navigation satellite system, and micro-deformation radar monitoring, this study reveals the landslide’s developmental features, deformation process, evolutionary trend, and genetic mechanism. Results are as follows: (1) The Lijie North Mountain slope exhibits a polyline profile (steep upper/lower sections, gentle midsection, and flat base) with a maximum elevation difference of 1 450 m, forming a large high-position colluvial landslide under multifactor coupling. (2) Comprising 10 ancient/recent sliding zones with complex interactions and failure modes, the landslide exhibits a multistage retrogressive failure pattern characterized by sequential bottom-up progression where frontal sliding mechanically destabilizes rear blocks, leading to a headward erosion mechanism. (3) Influenced by tectonic structure, topography, and rainfall, the landslide exhibits an integral instability potential, forming a cascading hazard chain (landslide-debris flow-barrier lake). Multisource monitoring integrated with landslide characteristics enables an accurate interpretation of the deformation process and a mechanistic analysis, providing a scientific basis for the early warning and mitigation of analogous high-position accumulation landslides.

    参考文献
    相似文献
    引证文献
引用本文

李威,王蒙,张钊,等.舟曲立节北山高位滑坡变形特征及成因研究[J].地震工程学报,2025,47(6):1303-1314. DOI:10.20000/j.1000-0844.20240402003

复制
分享
相关视频

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:2024-04-02
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2025-09-29
  • 出版日期:
文章二维码