Risk assessment of the Sedongpu high-altitude and ultra-long-runout landslide in the lower Yarlung Zangbo River, China

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2023-08-24 DOI:10.1007/s10064-023-03374-2
Yang Gao, Bin Li, Haoyuan Gao, Shaohua Gao, Meng Wang, Xiaojie Liu
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引用次数: 1

Abstract

The Tibetan Plateau is an area that is highly prone to high-altitude and ultra-long-runout landslides. The Sedongpu landslide is one very typical case. Aiming at high-altitude and ultra-long-runout landslides, and taking Sedongpu basin as an example, this study tries to establish analytical method through historical interpretation, potential source interpretation, numerical back-analysis, dynamic parameters acquisition, and numerical prediction analysis. The following results were obtained: (1) the high-altitude and ultra-long-runout landslide has obvious vertical and horizontal zoning characteristics, the vertical falling height difference and runout distance are linearly correlated to the complicated dynamic characteristics, which is one of the reasons why this type of disaster cannot be evaluated by conventional risk assessment methods. (2) Based on remote-sensing technology, the historical landslides events in 2018 were interpreted, and five potential high-altitude geo-risk areas were detected. There is still a very high geological disaster risk. (3) Through back- and prediction-analysis in numerical simulations, it was determined that the height of the Sedongpu landslide dam will reach 120 m and 165 m under general condition and extreme condition. The purpose of this study was to propose an alternative risk assessment method, which is of great significance for geo-risk prediction and mitigation.

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雅鲁藏布江下游世东堡高海拔超长跳动滑坡风险评价
青藏高原是高海拔、超长时间滑坡易发地区。世东堡滑坡就是一个非常典型的例子。本文针对高海拔超长脉动滑坡,以世东堡盆地为例,尝试通过历史解释、潜在震源解释、数值反分析、动态参数获取、数值预测分析等方法建立分析方法。结果表明:(1)高海拔超长跳动滑坡具有明显的垂直和水平区域化特征,垂直落差和跳动距离与复杂的动力特性呈线性相关,这是常规风险评价方法无法对该类灾害进行评价的原因之一。(2)基于遥感技术,对2018年的历史滑坡事件进行了解译,发现了5个潜在的高海拔地质风险区。这里的地质灾害风险仍然很高。(3)通过数值模拟的反分析和预测分析,确定了一般条件和极端条件下,世东堡滑坡坝高度分别为120 m和165 m。本研究旨在提出一种可替代的地质风险评估方法,对地质风险的预测和缓解具有重要意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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