Coseismic surface rupture characteristics and earthquake damage analysis of the eastern end of the 2021 MS 7.4 Madoi (Qinghai) earthquake

Yanbo Zhang , Yueren Xu , Wenqiao Li , Runchao Liu , Ruoyu Mu , Jiayi Li , Da Zhang , Haofeng Li , Qinjian Tian
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Abstract

At 02:04 on May 22, 2021, an MS 7.4 earthquake occurred in Madoi County in Qinghai Province, China. This earthquake is the largest seismic event in China since the 2008 MS 8.0 Wenchuan earthquake. Thus, it is critical to investigate surface deformation and damage in time to accurately understand the seismogenic structure of the Madoi earthquake and the seismogenic capacity of the blocks in this region. This study focuses on the Xuema Village, located at the eastern end of the coseismic surface ruptures produced by the event, and assesses the deformation and seismic damage in this area based on field surveys, UAV photogrammetry, and ground penetrating radar (GPR). The results indicate that the rupture scale is substantially smaller at the eastern end of the rupture zone compared to other segments. En echelon type shear tensile fractures are concentrated in a width range of 50–100 m, and the width of single fractures ranges from 20 to 30 cm. In contrast, the degree of seismic damage significantly increases at this site. All of the brick and timber houses are damaged or collapsed, while the steel frame structures and the color steel houses are slightly damaged. More than 80% of the bridge decks on the Changma River Bridge collapse, similar to the terraces along the Youerqu and Changma Rivers and the cut slopes of Provincial Highway S205. We infer that the seismogenic fault of the Madoi earthquake exerts a tail effect in this segment. The tension zone has led to a reduction at the eastern end of the rupture zone, causing shaking damage. Local topography and buildings without earthquake-resistant construction along the strike of the rupture zone have undergone different levels of seismic damage.

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2021年青海玛多7.4级地震东端同震地表破裂特征及震害分析
2021年5月22日凌晨2点04分,中国青海省玛多县发生里氏7.4级地震。这次地震是自2008年 ms8.0汶川地震以来中国发生的最大地震事件。因此,及时调查地表变形和破坏情况,对准确了解马多地震的发震构造和该地区块体的发震能力至关重要。本研究以地震同震地表裂缝东端的雪马村为研究对象,基于野外调查、无人机摄影测量和探地雷达(GPR)技术,对该地区的形变和震害进行了评估。结果表明,与其他段相比,破裂带东端的破裂规模要小得多。雁列型剪切张拉裂缝集中在宽度50 ~ 100 m范围内,单条裂缝宽度在20 ~ 30 cm范围内。相反,地震破坏程度在该地点明显增加。砖木房屋全部损坏或倒塌,钢框架结构和彩钢房屋有轻微损坏。昌马河大桥桥面坍塌超过80%,类似于优尔曲河和昌马河沿岸的梯田以及省道S205的切割斜坡。我们推断,马多地震发震断层在这一段具有尾效应。张力区导致了破裂带东端的减少,造成了震动破坏。沿断裂带走向的局部地形和无抗震结构的建筑物都受到了不同程度的地震破坏。
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