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利用人工标志线约束2022年门源MW 6.6地震的同震离断层变形

刘雨龙 韩龙飞 姚文倩 刘静 李振洪 邵延秀 刘小利 陈璇 孙杰 贺亮 尹梓霖

刘雨龙,韩龙飞,姚文倩,等,2026. 利用人工标志线约束2022年门源MW 6.6地震的同震离断层变形[J]. 地质力学学报,32(3):563−580 doi: 10.12090/j.issn.1006-6616.2026017
引用本文: 刘雨龙,韩龙飞,姚文倩,等,2026. 利用人工标志线约束2022年门源MW 6.6地震的同震离断层变形[J]. 地质力学学报,32(3):563−580 doi: 10.12090/j.issn.1006-6616.2026017
LIU Y L,HAN L F,YAO W Q,et al.,2026. Constraining coseismic off-fault deformation of the 2022 MW 6.6 Menyuan earthquake using man-made linear markers[J]. Journal of Geomechanics,32(3):563−580 doi: 10.12090/j.issn.1006-6616.2026017
Citation: LIU Y L,HAN L F,YAO W Q,et al.,2026. Constraining coseismic off-fault deformation of the 2022 MW 6.6 Menyuan earthquake using man-made linear markers[J]. Journal of Geomechanics,32(3):563−580 doi: 10.12090/j.issn.1006-6616.2026017

利用人工标志线约束2022年门源MW 6.6地震的同震离断层变形

doi: 10.12090/j.issn.1006-6616.2026017
基金项目: 国家自然科学基金项目(W2411033,42502197,42202232,42272242);天津市科技计划项目(23JCYBJC01380)
详细信息
    作者简介:

    刘雨龙(2000—),男,在读硕士,从事活动构造的研究。Email:liuyl219@163.com

    通讯作者:

    姚文倩(1985—),女,博士,讲师,从事断层活动性、构造地貌等方面研究。Email:wenqian_08@163.com

  • 中图分类号: P315.2;P546

Constraining coseismic off-fault deformation of the 2022 MW 6.6 Menyuan earthquake using man-made linear markers

Funds: This research was financially supported by the National Natural Science Foundation of China (Grant Nos. W2411033, 42502197, 42202232, and 42272242) and the Tianjin Science and Technology Project (Grant No. 23JCYBJC01380).
  • 摘要: 同震地表位移的准确约束对于揭示地震破裂过程、开展区域地震灾害评估以及理解地表变形分配特征具有重要意义。相较于传统基于近场标志的断层位移测量,跨破裂带长尺度人工线性标志物可在更大测量孔径下记录地表永久变形,为约束总同震位移及讨论离断层变形提供补充证据。2022年1月8日青藏高原东北缘海原断裂带上的门源MW 6.6地震形成了清晰的地表破裂,并保存了多条跨断层牧场围栏,为开展此类研究提供了有利条件。文章利用覆盖破裂全段的无人机航拍影像生成了2~6 cm高分辨率的数字正射影像和数字高程模型;结合野外调查,对门源地震同震地表破裂进行了精细填图,并选取12组跨破裂带的长线性围栏开展多孔径位移测量。结果表明,此次同震地表破裂总长约28 km,由南(托莱山断裂)、北(冷龙岭断裂)2支构成,依据其几何结构展布特征可自西向东划分为4段(S1段—S4段)。地震地表破裂主要表现为近北东向右阶雁列状张剪裂缝及斜列挤压鼓包等。破裂带宽度沿破裂传播方向变化明显,最大宽度约为160 m,除S3段较宽外,其余区段主要集中于10~30 m。基于跨断层的围栏测量获得的断层上位移为0~2.8 m,总同震位移量为1.2~4.1 m,由此得到离断层变形占比为27%~76%。最大同震位移出现在靠近震中的冷龙岭S3段,约4.1±0.8 m,该段离断层变形占比均值约为33%;从S3段向西同震位移量逐渐减小,而离断层变形量的占比则整体增大,至托莱山分支破裂S1段,总同震位移均值为1.7±0.5 m,离断层变形占比均值达到55%。此次研究获取的同震位移总变形量较以往近场测量结果偏大,这是由于此次测量孔径涵盖了整体变形范围,因此能捕捉到较为完整的同震位移,由此凸显了纳入离断层变形对完整评估总同震位移与地震灾害风险的重要性。

     

  • 图  1  2022年门源MW 6.6地震区域地震构造背景图

    2022年门源地震震中及震源机制沙滩球分别引自美国地质调查局USGS(2022)以及中国地震台网中心CENC(2022);HLH—哈拉湖断裂;TLS—托莱山断裂;LLL—冷龙岭断裂;JQH—金强河断裂;MMS—毛毛山断裂;LHS—老虎山断裂;HYF—海原断裂a—青藏高原主要活动断层分布图(据Tapponnier et al.,2001修改);b—青藏高原东北缘主要活动断层及历史强震(据Yao et al.,2022a修改)

    Figure  1.  Regional seismotectonic setting of the 2022 Mw 6.6 Menyuan earthquake

    (a) Distribution map of major active faults on the Tibetan Plateau (modified after Tapponnier et al., 2001); (b) Major active faults and historical strong earthquakes in the northeastern Tibetan Plateau (modified after Yao et al., 2022a). The epicenter and focal mechanism of the 2022 Menyuan earthquake are from USGS (2022) and CENC (2022); HLH—Halahu Fault; TLS—Tuolaishan Fault; LLL—Lenglongling Fault; JQH—Jinqianghe Fault; MMS—Maomaoshan Fault; LHS—Laohushan Fault; HYF—Haiyuan Fault

    图  2  围栏迹线上各围栏基座位置点震前分布和同震位移示意图

    a—震前牧场围栏各位置点的初始位置(圆圈为假定初始位置);b—震后牧场围栏迹线上各位置点的实际位置(箭头指示同震错动方向;红色线代表地表破裂;包络线表示地表破裂带宽度)

    Figure  2.  Schematic diagram showing the pre-seismic distribution and coseismic deformation of fence-post positions along the fence trace

    (a) Assumed initial positions of fence posts at the pasture before the earthquake; (b) Actual post-seismic positions of fence posts along the fence trace, where AA' represents the total coseismic displacement Dt, BB' represents the near-field displacement Don on the visible rupture zone, red lines represent surface ruptures, and the envelope indicates the width of the surface rupture zone

    图  3  门源MW 6.6地震同震地表破裂带分布图

    a—同震地表破裂展布图(2022年门源地震震中及震源机制沙滩球分别引自美国地质调查局USGS(2022)以及中国地震台网中心CENC(2022));b—地表破裂分段图(L1—L9、T1—T3为围栏编号);c—各段玫瑰花图(黑线代表破裂带整体走向,粉色线代表裂缝优势方向)

    Figure  3.  Distribution map of the coseismic surface rupture zone of the Menyuan MW 6.6 earthquake

    (a) General distribution of the coseismic surface ruptures, 2022 Menyuan earthquake data from USGS (2022) and CENC (2022); (b) Detailed surface rupture distribution map (L1–L9 and T1–T3 denote fence numbers); (c) Rose diagrams for each segment, in which black lines represent the overall strike of the rupture zone, and pink lines represent the dominant direction of fractures

    图  4  门源MW 6.6地震代表性地表破裂特征(具体位置见图3b)

    a—S1段雁列状展布的小型挤压鼓包和张剪性裂隙;b—S2段内的拉张裂缝;c—S3段内被地震错开的围栏;d—S3段内右阶展布的左旋剪切裂缝

    Figure  4.  Representative coseismic surface rupture characteristics of the MW 6.6 Menyuan earthquake (see Fig. 3b for specific locations)

    (a) Small-scale compressional mole tracks and extensional shear fractures with en echelon distribution within segment S1; (b) Tensional cracks within segment S2; (c) Displaced fence within segment S3; (d) Left-lateral shear fractures with right-stepping within segment S3

    图  5  T2点位的同震位移测量图

    图5a5b中黑色虚线为围栏迹线,红线为地表破裂,蓝色虚线为地表破裂包络线;图5c中黑色粗虚线依据拟合的围栏震前原始走向,细虚线为误差范围a—T2点位围栏的正射影像分布图;b—地表破裂映射与位置点的投影解译图;c—震后围栏各位置点垂直于地表破裂带走向的位移测量

    Figure  5.  Coseismic displacement measurement at site T2

    (a) Orthophoto image showing the distribution of the fence at site T2; (b) Interpretation showing surface rupture mapping and the projection of position points; (c) Measurement of post-earthquake fence-point displacements perpendicular to the strike of the surface rupture zone. In pael a and b, the black dashed lines indicate the fence traces, the red lines indicate surface ruptures, and the blue dashed line indicates the envelope of the surface rupture zone. In panel c, the thick black dashed line represents the fitted original pre-earthquake trend of the fence, and the thin dashed lines indicate the error range.

    图  6  L3点位的同震位移测量图

    图6a6b6c中黑色虚线为围栏迹线,红线为地表破裂,蓝色虚线为地表破裂包络线;图6d中黑色粗虚线依据为拟合的围栏震前原始走向,细虚线为误差范围a—围栏基于的正射影像分布图;b—地表破裂映射与位置点的投影解译图;c—基于更高分辨率的DOM所描绘的围栏迹线;d—震后围栏各位置点垂直于地表破裂带走向的位移测量示意图

    Figure  6.  Coseismic displacement measurement at site L3

    (a) Orthophoto showing the distribution of the fence; (b) Interpretation showing surface rupture mapping and the projection of position points; (c) Fence traces mapped from a higher-resolution DOM; (d) Schematic diagram showing the measurement of post-earthquake fence-point displacements perpendicular to the strike of the surface rupture zone In panels a, b, and c, the black dashed lines indicate the fence traces, the red lines indicate surface ruptures, and the blue dashed line indicates the envelope of the surface rupture zone. In panel d, the thick black dashed line represents the fitted original pre-earthquake trend of the fence, and the thin dashed lines indicate the error range.

    图  7  L2点位的同震位移测量图

    图7a7b中黑色虚线为围栏迹线,红线为地表破裂,蓝色虚线为地表破裂包络线;图7c中黑色粗虚线依据为拟合的围栏震前原始走向,细虚线为误差范围a—L2点位围栏基于的正射影像分布图 b—地表破裂映射与位置点的投影解译图;c—震后围栏各位置点垂直于地表破裂带走向的位移测量.

    Figure  7.  Coseismic displacement measurement at site L2

    (a) Orthophoto showing the distribution of the fence at site L2; (b) Interpretation showing surface rupture mapping and the projection of position points; (c) Measurement of post-earthquake fence-point displacements perpendicular to the strike of the surface rupture zone In panel a and b, the black dashed lines indicate the fence traces, the red lines indicate surface ruptures, and the blue dashed line indicates the envelope of the surface rupture zone. In panel c, the thick black dashed line represents the fitted pre-earthquake original trend of the fence, and the thin dashed lines indicate the error range.

    图  8  总同震位移与离断层变形占比关系图

    S1段包含点位T1—T3,S2段包含点位L3—L9,S3段包含点位L1、L2;蓝色点为基于围栏的实测点,红色点为S1—S3段的测量均值,线段为点位的误差范围,灰色虚线表示线性拟合关系

    Figure  8.  Relationship between total coseismic displacement and OFD ratio

    Segment S1 includes sites T1–T3, segment S2 includes sites L3–L9, and segment S3 includes sites L1 and L2. The blue dots represent measured values based on fence offsets; the red dots represent the mean values of segments S1–S3. The line segments indicate the error ranges of the measurements, and the gray dashed line is the linear fit.

    图  9  L2点位采取不同的围栏走向拟合方式得到的总同震位移结果

    图中色粗虚线为围栏迹线投影破裂带上的测量示意,细虚线为误差范围,4.1±0.8 m和5.1±0.3 m对应不同测量方法得到的总同震位移a—L2点位基于震后围栏走向保持不变假设的位移测量示意图;b—L2点位基于同震围栏走向发生偏转假设的位移测量示意图

    Figure  9.  Total displacements obtained by different fitting methods for fence strike at site L2

    (a) Schematic diagram of displacement measurements at site L2 under the assumption that the post-earthquake fence orientation remained unchanged; (b) Schematic diagram of displacement measurements at site L2 under the assumption of coseismic deflection of the fence orientationThe thick dashed line in the figure represents the projection of the fence trace on the rupture zone as a measurement indicator, the thin dashed line indicates the error range, and 4.1 ± 0.8 m and 5.1 ± 0.3 m correspond to the total coseismic displacements obtained by different measurement methods.

    图  10  同震位移沿断层走向方向分布图

    圆圈线段代表此次研究的位移测量值与误差范围,黄色和绿色的包络线指示已发表测量结果的最大包络趋势a—研究结果与相关学者基于野外调研(Wen et al., 2023; Li et al., 2023; Niu et al., 2023)的测量结果对比图;b—研究结果与光学影像匹配法(Han et al., 2023)的测量结果对比图

    Figure  10.  Distribution of coseismic displacement along the fault strike

    (a) Comparison between the results of this study and previous measurements based on field investigations (Wen et al., 2023; Li et al., 2023; Niu et al., 2023); (b) Comparison between the results of this study and measurements obtained by optical image matching (Han et al., 2023) Circles with line segments represent the displacement measurements and error ranges of this study; the yellow and green envelopes indicate the maximum envelope trends of published measurements.

    图  11  最大同震位移(MD)与矩震级经验公式图(据Wells and Coppersmith,1994修改)

    经验公式中的最大同震位移(MD)即为断层上位移Don

    Figure  11.  Empirical relationship between maximum coseismic displacement and moment magnitude (modified after Wells and Coppersmith, 1994)

    The maximum coseismic displacement in the empirical formula refers to displacement within the visible rupture zone, corresponding to Don in this study

    图  12  离断层变形模式图

    a—长线性标志的同震位移测量示意(总同震位移包括地表破裂带内及其外部区域的错动);b—断层带结构的块状图模型(断层上位移主要由主滑动面与次级滑动面所吸收;地下次级滑动面的局部化特征与图12a中所示的多个滑动阶跃相对应)

    Figure  12.  Off-fault deformation model

    (a) Schematic diagram showing measurements of the displacement of long linear markers caused by coseismic deformation during an earthquake (The total displacement includes slip within and outside the surface rupture zone); (b) Block model of a fault zone structure (The deformation within the surface rupture zone is primarily accommodated by the principal slip plane and secondary slip planes. The localization characteristics of subsurface secondary slip planes correspond to the multiple slip steps shown in panel a)

    表  1  基于围栏测得同震位移沿地表破裂的分布表

    Table  1.   Distribution of coseismic displacements along the surface rupture measured from fences

    围栏编号 坐标位置 距离震中/km 可见破裂带总宽度/m 断层上位移(Don)/m 总同震位移(Dt)/m 离断层变形占比
    L1 37.801°N、101.256°E −1.50 100 2.7±0.1 4.0±0.4 33±10%
    L2 37.802°N、101.253°E −1.80 65 2.8±0.1 4.1±0.8 32±13%
    L3 37.804°N、101.247°E −2.40 30 1.8±0.2 3.6±0.5 50±11%
    L4 37.804°N、101.246°E −2.48 10 0.8±0.1 3.3±0.6 76±8%
    L5 37.804°N、101.245°E −2.58 30 2.2±0.2 3.4±0.7 35±15%
    L6 37.805°N、101.244°E −2.71 20 2.1±0.1 3.3±0.6 36±13%
    L7 37.805°N、101.243°E −2.82 20 2.4±0.1 3.3±0.4 27±10%
    L8 37.805°N、101.241°E −2.91 10 2.1±0.1 3.8±0.4 45±7%
    L9 37.806°N、101.238°E −3.27 8 1.3±0.1 3.1±0.2 58±8%
    T1 37.793°N、101.149°E −12.00 20 0.6±0.2 2.1±0.5 71±15%
    T2 37.793°N、101.143°E −12.50 20 1.2±0.1 1.9±0.9 37±23%
    T3 37.793°N、101.143°E −12.60 10 0.5±0.2 1.2±0.1 58±20%
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  • 收稿日期:  2026-01-30
  • 修回日期:  2026-05-21
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