通过 InSAR 观测确定 2008 年汶川地震近 15 年后大光宝滑坡的演变特征

IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Yi Chen , Chuang Song , Zhenhong Li , Chen Yu , Zhenjiang Liu , Xuesong Zhang , Bo Chen , Xiaoning Hu
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引用次数: 0

摘要

大光宝滑坡(DGBL)是 2008 年汶川 8.0 级地震引发的最大滑坡,已受到广泛关注,但人们对其震后长期演化过程和活动驱动力仍知之甚少。由于 DGBL 的演化行为受主震、余震和降雨的影响较为复杂,因此研究该滑坡的动态变化具有重要意义。本研究提出了一个系统而全面的框架,用于评估共震滑坡的长期稳定性和风险。基于 ALOS-1 和 Sentinel-1 数据,利用时间序列 InSAR 技术揭示了 DGBL 在不同阶段近 15 年的震后演化特征,随后进行了稳定时间预测、滑坡厚度估算和风险评估。第一阶段为震后三年(2008-2011 年)。在这一阶段,ALOS-1 的结果表明,DGBL 的变形非常剧烈(300 毫米/年),且空间分布不均,2009 年的一次余震(Ms 5.3)以及降雨量的增加引发了变形的加速。第二阶段为 2014 年至 2022 年。在这一阶段,我们使用质量守恒方法反演了 DGBL 的厚度,发现在 2008 年的共震破坏之后,形成了一个新的滑动面和厚度中心。哨兵 1 号的时间序列结果表明,即使在汶川地震 15 年后,DGBL 仍处于活动状态,但 DGBL 的变形已明显减缓(50 毫米/年)。根据指数模型预测,DGBL 不同地段的稳定时间为 2027 至 2040 年。除整体恢复趋势外,与降雨密切相关的季节性变化(包括 2021 年的局部加速)依然明显,但随着时间的推移,余震对 DGBL 的影响已严重减弱。无人飞行器和实地调查结果表明,DGBL 仍存在局部泥石流风险。我们的研究加深了对 DGBL 长期演化规律的认识,为震后滑坡风险评估和灾害预防提供了重要参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Characterizing the evolution of the Daguangbao landslide nearly 15 years after the 2008 Wenchuan earthquake by InSAR observations
The Daguangbao landslide (DGBL), the largest landslide triggered by the 2008 Ms 8.0 Wenchuan earthquake, has received much attention, but its long-term post-earthquake evolution and driving force of activity are still poorly understood. As the evolutionary behavior of the DGBL is complicated by the influence of mainshock, aftershocks and rainfall, it is of great significance to study the dynamics of the landslide. In this study, a systematic and comprehensive framework for assessing the long-term stability and risk of co-seismic landslides was proposed. Based on ALOS-1 and Sentinel-1 data, time-series InSAR technology was used to reveal the nearly 15-year post-seismic evolution characteristics of the DGBL at different stages, followed by the prediction of the stabilization time, the estimation of the landslide thickness and risk assessment. The first stage was identified as three years after the earthquake (2008–2011). During this stage, ALOS-1 results show that the deformation of DGBL was intense (300 mm/year) with uneven spatial distribution, and an aftershock (Ms 5.3), along with increased rainfall, triggered its acceleration in 2009. The second stage was the period from 2014 to 2022. For this stage, we used the mass conservation approach to invert the thickness of the DGBL, revealing that a new sliding surface and thickness center had formed following the co-seismic failure in 2008. Sentinel-1 time series results indicated that the DGBL remains active even 15 years after the Wenchuan earthquake, but the deformation of DGBL has significantly slowed down (50 mm/year). The stabilization time for different segments of DGBL was predicted to range from 2027 to 2040 according to an exponential model. Beyond the overall trend of recovery, seasonal movements (including localized acceleration in 2021) closely related to rainfall remained evident, but the impact of aftershocks on the DGBL was severely weakened over time. UAV and field survey results suggested that the risk of localized debris flows at DGBL still exists. Our study improves our understanding of the long-term evolutionary pattern of DGBL and provides an important reference for post-earthquake landslide risk assessment and disaster prevention.
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
期刊介绍: Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.
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