陈博, 宋闯, 陈毅, 李振洪, 余琛, 刘海辉, 江辉, 刘振江, 蔡兴敏, 能懿菡, 朱双, 杜建涛, 李祖锋, 赵志祥, 李素菊, 朱武, 彭建兵. 2023年甘肃积石山Ms 6.2地震同震滑坡和建筑物损毁情况应急识别与影响因素研究[J]. 武汉大学学报 ( 信息科学版). DOI: 10.13203/J.whugis20230497
引用本文: 陈博, 宋闯, 陈毅, 李振洪, 余琛, 刘海辉, 江辉, 刘振江, 蔡兴敏, 能懿菡, 朱双, 杜建涛, 李祖锋, 赵志祥, 李素菊, 朱武, 彭建兵. 2023年甘肃积石山Ms 6.2地震同震滑坡和建筑物损毁情况应急识别与影响因素研究[J]. 武汉大学学报 ( 信息科学版). DOI: 10.13203/J.whugis20230497
CHEN Bo, SONG Chuang, CHEN Yi, LI Zhenhong, YU Chen, LIU Haihui, JIANG Hui, LIU Zhenjiang, CAI Xingmin, NAI Yihan, ZHU Shuang, DU Jiantao, LI Zufeng, ZHAO Zhixiang, LI Suju, ZHU Wu, PENG Jianbing. Emergency Identification and Influencing Factor Analysis of Coseismic Landslides and Building Damages Induced by the 2023 Ms 6.2 Jishishan (Gansu, China) Earthquake[J]. Geomatics and Information Science of Wuhan University. DOI: 10.13203/J.whugis20230497
Citation: CHEN Bo, SONG Chuang, CHEN Yi, LI Zhenhong, YU Chen, LIU Haihui, JIANG Hui, LIU Zhenjiang, CAI Xingmin, NAI Yihan, ZHU Shuang, DU Jiantao, LI Zufeng, ZHAO Zhixiang, LI Suju, ZHU Wu, PENG Jianbing. Emergency Identification and Influencing Factor Analysis of Coseismic Landslides and Building Damages Induced by the 2023 Ms 6.2 Jishishan (Gansu, China) Earthquake[J]. Geomatics and Information Science of Wuhan University. DOI: 10.13203/J.whugis20230497

2023年甘肃积石山Ms 6.2地震同震滑坡和建筑物损毁情况应急识别与影响因素研究

Emergency Identification and Influencing Factor Analysis of Coseismic Landslides and Building Damages Induced by the 2023 Ms 6.2 Jishishan (Gansu, China) Earthquake

  • 摘要: 2023年12月18日,甘肃省积石山县发生Ms 6.2地震,诱发了大量的同震滑坡并导致建筑物不同程度损毁,造成了严重的人员伤亡和经济损失。及时获取同震滑坡易发性、应急识别同震滑坡并分析其影响因素以及定量评估建筑物损毁情况,对灾后的应急救援和恢复重建至关重要。基于支持向量机算法获取了积石山地震同震滑坡易发性空间分布,同时通过震前震后的高分辨率光学卫星影像,对同震滑坡进行了应急识别,并探讨了地震、地形地貌和人类活动等因素对同震滑坡的影响。此外,利用多时相合成孔径雷达干涉测量(interferometric synthetic aperture radar,InSAR)相干性变化方法获取了地震建筑物损害代理图(building damage proxy map,BDPM)。结果表明,此次积石山Ms 6.2地震通过卫星遥感解译出同震滑坡共3 767处,总面积9.67 km2,多为黄土滑坡,主要分布在高程1 900~2 200 m、坡度20°~40°、坡向SE、距断层10 km和距水系2.2 km之内,黄土放大效应明显。研究团队震后第一时间开展野外考察,实地确认了59处同震滑坡,验证了遥感识别结果的准确性; BDPM结果表明,震区大河家镇和官亭镇建筑物损毁最为严重。上述研究成果为震后恢复重建和地震次生灾害评估提供了重要的数据支撑。

     

    Abstract: Objective: On 18th December 2023, an Ms 6.2 earthquake struck Jishishan County, Gansu Province, China, which triggered a large number of coseismic landslides and caused varying degrees of buildings damage, leading to serious casualties and economic losses. Timely acquisition of the coseismic landslide susceptibility, emergency identification of coseismic landslides and building damage, as well as analysis of influencing factors related to coseismic landslides, are crucial for post-disaster emergency rescue and recovery efforts. Methods: The support vector machine algorithm was employed to acquire the spatial probability distribution of coseismic landslide susceptibility in the Jishishan earthquake. Emergency identification of coseismic landslides was conducted using high-resolution optical satellite imagery before and after the earthquake. Furthermore, a comprehensive analysis was undertaken by analyzing the impact of seismic, topographic, geomorphic, and human activity factors on coseismic landslides. Additionally, by using the multi-temporal interferometric synthetic aperture radar(InSAR) coherence change method, a building damage proxy map (BDPM) was generated to assess earthquake-induced structural damage. Results: The Ms 6.2 Jishishan Earthquake triggered 3 767 coseismic landslides in the region with an area of 9.67 km2. The majority of these landslides were composed of loess and were predominantly occurred in the region with an elevations range of 1 900-2 200 m, slope range of 20° -40°, southeast orientation, locating approximately 10 km from faults and 2.2 km from the river. The huge number of loess coseismic landslides reflects the evident amplification effect of loess. Our research group conducted a field trip following the earthquake and confirmed 59 of those coseismic landslides, which verified the accuracy of the remote sensing identification results. In addition, BDPM results indicate that the towns of Dahejia and Guanting within the seismic zone experienced the most severe structural damage. These findings of this study provide crucial data support for post-earthquake rehabilitation and reconstruction as well as assessment of secondary seismic hazards.

     

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