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利用监测与模拟分析断层控制的多区域滑坡破坏特征:案例研究

Using monitoring and simulation to analyze the failure characteristics of multizone landslides controlled by faults: a case study.

作者信息

Li Jinduo, Yang Tianhong, Deng Wenxue, Du Shigui, Zhang Penghai, Wang Jia, Sun Dongdong, Gao Yuan

机构信息

Center for Rock Instability and Seismicity Research, School of Resources and Civil Engineering, Northeastern University, Shenyang, 110819, Liaoning, People's Republic of China.

Institute of Rock Mechanics, Ningbo University, Ningbo, 315211, Zhejiang, People's Republic of China.

出版信息

Sci Rep. 2025 Jan 25;15(1):3277. doi: 10.1038/s41598-025-87420-x.

Abstract

Slopes influenced by multiple faults are prone to large-scale landslides triggered by multi-regional failures. Understanding the failure process and sequence is essential for the sustainable development of mining operations. This paper presents a method combining InSAR monitoring and numerical simulation to analyze the failure processes of slopes affected by multiple faults. Using the 298-710 m bench in the central area of the eastern slope of the Nanfen open-pit mine as a case study, the multidimensional small baseline subset (MSBAS) technique of InSAR was employed to calculate the vertical and horizontal deformation time series in the study area, enabling an analysis of the deformation characteristics of multizone bedding sliding. Subsequently, a numerical simulation was performed to replicate the three-dimensional evolution of the multizone failure. The simulation results aligned well with field surveys and InSAR monitoring data. Furthermore, the failure sequence analysis identified critical trigger zones within the region. The findings demonstrate that the proposed method effectively identifies the critical areas and movement sequence of multi-regional failures. In this paper, the faults disrupted the connectivity between slopes, acting as the initial trigger for entire landslide. The first failure occurred in a critical area, creating space for further sliding in other regions and reducing lateral constraints in neighboring areas, eventually leading to significant deformations. Therefore, by using this method to identify potential critical areas before landslides occur, targeted mitigation measures can be implemented to reduce the risk of such events.

摘要

受多条断层影响的边坡容易发生由多区域破坏引发的大规模滑坡。了解破坏过程和顺序对于采矿作业的可持续发展至关重要。本文提出了一种结合InSAR监测和数值模拟的方法,以分析受多条断层影响的边坡的破坏过程。以南芬露天矿东坡中部区域298 - 710米台阶为例,采用InSAR的多维小基线子集(MSBAS)技术计算研究区域内的垂直和水平变形时间序列,从而分析多区域顺层滑动的变形特征。随后,进行了数值模拟以重现多区域破坏的三维演化过程。模拟结果与现场调查和InSAR监测数据吻合良好。此外,通过破坏顺序分析确定了该区域内的关键触发区。研究结果表明,所提出的方法能够有效地识别多区域破坏的关键区域和运动顺序。在本文中,断层破坏了边坡之间的连通性,成为整个滑坡的初始触发因素。首次破坏发生在一个关键区域,为其他区域的进一步滑动创造了空间,并减少了相邻区域的侧向约束,最终导致显著变形。因此,通过使用该方法在滑坡发生前识别潜在的关键区域,可以实施有针对性的减灾措施,以降低此类事件的风险。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/97f5/11763049/6dabe958de50/41598_2025_87420_Fig1_HTML.jpg

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