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    先存构造对1985年8月23日新疆乌恰Mw6.9地震地表破裂几何形态和变形样式的制约

    赫洪哲 李涛 陈杰 钱黎

    赫洪哲, 李涛, 陈杰, 钱黎, 2024. 先存构造对1985年8月23日新疆乌恰Mw6.9地震地表破裂几何形态和变形样式的制约. 地球科学, 49(2): 511-521. doi: 10.3799/dqkx.2023.176
    引用本文: 赫洪哲, 李涛, 陈杰, 钱黎, 2024. 先存构造对1985年8月23日新疆乌恰Mw6.9地震地表破裂几何形态和变形样式的制约. 地球科学, 49(2): 511-521. doi: 10.3799/dqkx.2023.176
    He Hongzhe, Li Tao, Chen Jie, Qian Li, 2024. Deformation Pattern of the 23 August 1985 Wuqia Mw 6.9 Earthquake Surface Rupture (Xinjiang Province): Control from Inherited Folding-Related Structures. Earth Science, 49(2): 511-521. doi: 10.3799/dqkx.2023.176
    Citation: He Hongzhe, Li Tao, Chen Jie, Qian Li, 2024. Deformation Pattern of the 23 August 1985 Wuqia Mw 6.9 Earthquake Surface Rupture (Xinjiang Province): Control from Inherited Folding-Related Structures. Earth Science, 49(2): 511-521. doi: 10.3799/dqkx.2023.176

    先存构造对1985年8月23日新疆乌恰Mw6.9地震地表破裂几何形态和变形样式的制约

    doi: 10.3799/dqkx.2023.176
    基金项目: 

    国家重点研发计划项目 2022YFC3003700

    中国地震局地质研究所基本科研业务专项 IGCEA1920

    第二次青藏高原综合科学考察研究 2019QZKK0901

    详细信息
      作者简介:

      赫洪哲(1999-),男,硕士研究生,主要从事活动构造研究. ORCID:0009-0004-5014-2207. E-mail:hongzhehechn@outlook.com

      通讯作者:

      李涛, E-mail: litao.410@163.com

    • 中图分类号: P315

    Deformation Pattern of the 23 August 1985 Wuqia Mw 6.9 Earthquake Surface Rupture (Xinjiang Province): Control from Inherited Folding-Related Structures

    • 摘要: 1985年8月23日发生在新疆维吾尔自治区乌恰县境内的Mw6.9地震,是有地震仪器记录以来,帕米尔-南天山会聚带内发生的最强地震事件之一,也是碰撞造山带前陆地区少数形成显著地表破裂的强震事件之一. 在前人研究工作基础上,我们通过对震后Worldview卫星影像、无人机影像、野外调查获得的天然断层露头和人工探槽断层剖面的综合分析,对乌恰地震地表破裂的几何形态、变形样式、下伏断层结构进行了约束. 研究表明,地表破裂东段呈弧形展布,其走向、运动性质和下伏断层倾角变化显著;相比较而言,西段虽因后期地表过程改造而非常不连续,其运动性质、走向和下伏断层倾角却更为稳定. 由于地表破裂东、西两段分别位于明尧勒背斜南翼向形枢纽的南、北两侧,我们推测这种变形特征的显著差异,可能与向形枢纽两侧先存构造(先存的明尧勒背斜褶皱变形过程中形成的弯滑断层)的发育情况不同有关.

       

    • 图  1  1985年乌恰Mw6.9地震构造背景和发震断层(改自Li et al., 2019

      a. 帕米尔-南天山汇聚带构造位置图;b. 帕米尔前缘断层带(PFT)、南天山前陆冲断带及其与1985年乌恰地震和其它历史强震的关系(构造位置见图a);1985年乌恰地震震源机制解据GlobalCMT catalog(http://www.globalcmt.org/CMTsearch.html);1968年前的地震资料据全球地震危险性评估计划(Global Seismic Hazard Assessment Program;http://www.seismo.ethz.ch/static/GSHAP)与中国历史强震目录(国家地震局震害防御司,1995),1968年—2018年的地震资料据美国地质调查局地震目录(http://earthquake.usgs.gov/earthquakes/);STST. 南天山逆断层;Bai. 伯什克然木河;Bie. 别尔托阔依河;GZ. 盖孜河;Ke. 克孜勒苏河;Ka. 喀帕卡河;Kang. 康苏河;c. 横切托姆洛安断层和明尧勒背斜的构造横剖面,1985年乌恰地震使托姆洛安上断坡发生破裂(剖面位置见图b)

      Fig.  1.  Seismotectonic setting and seismogenic fault geometry of 1985 Wuqia Mw6.9 earthquake (modified from Li et al., 2019)

      图  2  1985年乌恰Mw6.9地震地表破裂分布图

      地震地表破裂据冯先岳等(1988)Ainscoe(2018);下伏断层倾角据冯先岳等(1987, 1988)和冯先岳(1994)

      Fig.  2.  Spatial distribution of the 1985 Wuqia Mw 6.9 earthquake surface rupture

      图  3  乌恰地震地表破裂(东段)平面展布、位移分布和下伏断层结构

      a. 地表破裂平面展布、位移分布与下伏断层倾角,据冯先岳等(1987, 1988)、Ainscoe(2018)Li et al.(2015a2019);b. 沿断层走向的同震位移分布;c~e.为天然断层露头和人工探槽剖面照片(左)与解译结果(右),剖面位置见图a

      Fig.  3.  Spatial extent, slip distribution, and subsurface fault geometry of the Wuqia coeismic surface rupture (eastern segment)

      图  4  乌恰地震地表破裂(西段)平面展布、位移分布和下伏断层结构

      a,b. 地表破裂平面展布、位移分布与下伏断层倾角,据冯先岳等(1987, 1988)、Ainscoe(2018)Li et al.(2015a2019);c,d. 乌恰地震断层与明尧勒背斜迁移枢纽和弯滑断层的关系,剖面位置见图a;e. 天然断层露头照片(上)与解译结果(下),剖面位置见图b

      Fig.  4.  Spatial extent, slip distribution, and subsurface fault geometry of the Wuqia coeismic surface rupture (western segment)

      图  5  乌恰地震地表破裂典型变形样式(位置见图 2

      a,e. 挤压鼓包;b,f.弯曲延伸、局部分叉的逆断层陡坎;c,d,g,h.平直的逆断层陡坎

      Fig.  5.  Typical deformation styles of the Wuqia coseismic surface rupture (see Figure 2 for the locations)

      图  6  先存构造对地震地表破裂几何形态和变形样式的控制作用

      迁移枢纽的活动会使地层从右侧的缓倾域迁移至左侧的陡倾域,并形成褶皱陡坎和平行层滑动的弯滑断层;a.当地震断层切割缓倾域时,由于不发育弯滑断层,会形成低倾角、切割地层的断层面;相应的地表破裂迹线较为弯曲;b.相反,当地震断层切割迁移枢纽及其左侧的陡倾域时,会沿弯滑断层形成的先存软弱面发生破裂,从而在地表形成具有平行层滑动特征的、平直的逆断层陡坎

      Fig.  6.  The control of inherited structures to the coseismic surface deformation pattern

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