Identification and hazard analysis of landslides triggered by earthquakes and rainfall

Earthquake Research Advances Pub Date : 2024-07-01 Epub Date: 2023-12-23 DOI:10.1016/j.eqrea.2023.100272
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Abstract

This study aims to utilize the Small Baseline Subset Interferometric Synthetic Aperture Radar (SBAS-InSAR) technique and Google Earth optical remote sensing images to analyze the area within 20 ​km around the epicenter of a M 3.9, earthquake that occurred in Tanchang County, Gansu Province, on December 28, 2020. The objective is to identify potential earthquake-induced landslides, assess their scale, and determine their impact range. The study results reveal the successful identification of two potential landslides in the 20 ​km radius around the epicenter. Through time-series deformation analysis, it was observed that these potential landslides were significantly influenced by both the earthquake and rainfall. Further estimation of these potential landslides indicates maximum depths of 7.4 ​m and 14.1 ​m for the failure surfaces, with volumes of 9.02 ​× ​104 ​m3 and 25.5 ​× ​104 ​m3, respectively. Finally, based on the simulation analysis of Massflow software, the maximum thickness of soil accumulation in the final accumulation area after sliding of the potential landslide in Shangyaai is 12 ​m, the area of the final accumulation area is 1.75 ​× ​104 ​m2, and the farthest movement distance is 1124 ​m. The maximum thickness of soil accumulation in the final accumulation area after sliding of the potential landslide in Wangshancun is 8 ​m, the area of the final accumulation area is 7.89 ​× ​104 ​m2, and the farthest movement distance is 742 ​m.

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地震和降雨引发的山体滑坡的识别和危害分析
本研究旨在利用小基线子集干涉合成孔径雷达(SBAS-InSAR)技术和谷歌地球光学遥感图像,分析 2020 年 12 月 28 日在甘肃省宕昌县发生的 M 3.9 级地震震中周围 20 公里内的区域。目的是识别潜在的地震诱发滑坡,评估其规模并确定其影响范围。研究结果表明,在震中周围 20 公里半径范围内成功识别出两处潜在滑坡。通过时间序列变形分析,发现这些潜在滑坡受地震和降雨的影响很大。对这些潜在滑坡的进一步估算表明,崩塌面的最大深度分别为 7.4 米和 14.1 米,体积分别为 9.02 × 104 立方米和 25.5 × 104 立方米。最后,根据 Massflow 软件的模拟分析,上窑潜在滑坡滑动后最终堆积区的最大堆积土厚度为 12 m,最终堆积区面积为 1.75 × 104 m2,最远移动距离为 1124 m。王山村潜在滑坡滑动后最终堆积区最大堆积土厚度为 8 m,最终堆积区面积为 7.89 × 104 m2,最远移动距离为 742 m。
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