积石山M6.2地震诱发秦阴村黄土震陷灾害研究
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作者单位:

1.中国地震局甘肃省黄土地震工程重点实验室;2.青海大学土木水利学院

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基金项目:

中央级科研院所基本科研业务费项目(2023IESLZ5);甘肃省地震局创新团队项目(TD2020-01-01);甘肃省陇原青年英才工作任务和国家自然科学基金项目(51778590)


Characteristics of the Loess Seismic Subsidence in Qinyin Village, Shiyuan Town, Induced by the Jishishan M6.2 Earthquake
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Affiliation:

1.Lanzhou Institute of Seismology,CEA;2.College of Civil and Hydrology, Qinghai University

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    摘要:

    2023年12月18日发生的积石山M6.2地震诱发了多处黄土震陷灾害。通过对积石山县石塬镇秦阴村黄土震陷灾害进行现场调查,得出了灾害的主要特征;通过取备原状黄土开展室内试验,研究了秦阴村黄土的物性参数特征、微结构特征和震陷性,结合现场调查结果分析了震陷灾害产生的主要原因。研究结果表明:秦阴村震陷区内土体酥裂,裂缝发育,土层呈反倾台阶状震裂破坏,最大沉降量57 cm,裂缝最大长度约300 m,宽度约83 cm;边缘土体坍落或产生滑坡,坍落最大延伸长度约100 m。震陷区黄土土质疏松、含水率较高、架空孔隙发育、颗粒胶结较弱,具备产生震陷的土性条件。震陷区黄土层厚度较大,地震的等效动应力大于土体产生震陷的临界动应力,且地震动持续时间较长、卓越周期较大,使得场地产生了严重的震陷破坏。

    Abstract:

    The Jishishan M6.2 earthquake occurred on December 18, 2023, induced many loess seismic subsidence disasters. Characteristics of the seismic subsidence disaster are obtained through the field investigation of disaster area in Qinyin Village, Shiyuan Town, Jishishan County. Physical parameters characteristics, microstructure characteristics, and seismic subsidence behaviours of the loess in Qinyin Village were studied based on a series of laboratory tests. In addition, the main causes of seismic subsidence disasters were analysed combined with the field survey results. The results show that the loess in the seismic subsidence area of Qinyin Village is cracked and the cracks are developed. The loess layer is destroyed by anti-dip step-shaped seismic cracking. The maximum settlement is approximately 57 cm. The maximum length of the crack is about 300 m, and the maximum width is about 83 cm. The edges of the loess ridge collapses or slides, and the maximum extension length of the collapse is about 100 m. The loess in the seismic subsidence area is loose, the moisture content is relatively high, the micro-trellis pores are developed, and the particles cementation is weak. Thus, the soil conditions for generating seismic subsidence are met. Besides, the thickness of the loess layer in the seismic subsidence area is relatively large, and the equivalent dynamic stress of the earthquake is greater than the critical dynamic stress to produce seismic subsidence of the loess, and the duration and the predominant period of the ground motion is large, which causes a serious seismic subsidence damage in the site.

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  • 收稿日期:2024-02-08
  • 最后修改日期:2024-02-21
  • 录用日期:2024-03-05
  • 在线发布日期: 2024-03-28