1948年川西理塘 M7. 3地震地表破裂特征及Riedel剪切构造分析
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本文为国家自然科学基金项目(编号41631073和41502206)与“中国地震活断层探察- 南北地震带中南段(编号201108001)”联合资助的成果。


Determination of surface rupture length and analysis of Riedel shear structure of the Litang M7. 3 earthquake
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    摘要:

    1948年川西理塘M7. 3地震是川滇菱形块体内部近一个世纪以来发生的震级最大的走滑型地震。在对此次同震地表破裂进行详细调查基础上,利用差分GPS对同震地表破裂带进行了精确测量与统计分析。结果揭示该地表破裂的现存长度为36 km,北端始于无量河以北,往东南沿藏坝盆地北东缘、德巫盆地东南缘,延伸至德巫乡北,分为南、北两段,而在交德附近存在约3 km长的地表破裂空区。对同震地表破裂的线密度和同震水平位错量进行分段统计后揭示,此次地震的宏观震中应位于德巫盆地中部交德东南约4~5 km处。对理塘同震地表破裂的Riedel剪切分析结果指示,该破裂带主要由R剪切组成,以发育雁列状排列的挤压鼓包(Push- up)为主要特征,伴有少量R′剪切与T裂缝,缺少P型与X型剪切。其中R剪切占95%以上,其在藏坝段(北段)的优势方向为318°,德巫段(南段)为315°,整条地表破裂带的R剪切平均方向为316°。同时发现,此次地震形成的雁列状挤压鼓包主要以平缓的“弧形”为主,这与1981年道孚MS 6. 9地震和2010年玉树MS 7. 1地震地表破裂带中出现大量反“S”形挤压鼓包有所不同,推断与走滑断裂滑动速率密切相关。沿强滑动速率走滑断层地震破裂带的Riedel剪切发育会更为完善,挤压鼓包也更发育,易形成反“S”形,反之则以平缓的“弧形”为特征。综合分析认为,1948年理塘同震地表破裂带的展布主要受藏坝盆地与德巫盆地控制,而且藏坝段(北段)与德巫段(南段)的R剪切方向存在偏差,这可能与两个拉分盆地的发育程度有关。

    Abstract:

    The 1948 Litang M7. 3 earthquake that occurred in western Sichuan, is the largest strike slip earthquake in the Sichuan- Yunan block in nearly a century. Based on the detailed investigation of the coseismic surface rupture, its precise measurement and statistical analysis were carried out using differential GPS. The results show that the existing length of the surface rupture is 36 km. The northern end of the surface rupture starts from the north of the Wulianghe River and extends southeast along the northeastern margin of Zangba basin and the southeastern margin of Dewu Basin, and extends to the north of Dewu. There is a 3 km long surface rupture gap near Jiaode, and the surface fracture is divided into two sections, north and south. Based on the sectional statistics of the linear density and horizontal dislocation of coseismic surface rupture, it is revealed that the epicenter of this earthquake should be located in the middle of Dewu basin, about 4~5 km southeast of Jiaode. Riedel shear analysis of the surface rupture of the Litang earthquake indicates that the fracture zone is mainly composed of R′shear, characterized by the development of echelon shaped push- up, with a small number of Rshear and T fractures, but lacking any P- type and X- type shear. Among them, the R shear fracture accounts for more than 95%, the dominant direction of which is 318° in the Zangba section (north section), 315° in the Dewu section (south section), and the average R shear direction of the whole surface fracture zone is 316°. At the same time, it is found that the echelon shaped extrusion bulge formed by this earthquake is mainly composed of gentle arc, which is different from the occurrence of a large number of anti- S- shaped extrusion bulges in the surface fracture zone of the 1981 Daofu MS6. 9 earthquake and the 2010 Yushu MS 7. 1 earthquake. It may be closely related to slip rate of strike slip fault. The Riedel shear development along the seismic fracture zone of strike slip fault with strong slip rate should be more perfect, and the extrusion bulge should also be more developed, so it is easy to form anti- S- shape. On the contrary, it is characterized by gentle arc. According to the comprehensive analysis, the distribution of the surface fracture zone of the Litang earthquake in 1948 was mainly controlled by the Zangba basin and the Dewu basin, and the R shear direction of the Zangba section (north section) and the Dewu section (south section) was deviated, which may be related to the development of the two pull- apart basins.

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刘亢,李岩峰,郭辉文,张迎峰.2021.1948年川西理塘 M7. 3地震地表破裂特征及Riedel剪切构造分析[J].地质学报,95(8):2346-2360.
Liu Kang, Li Yanfeng, Guo Huiwen, Zhang Yingfeng.2021. Determination of surface rupture length and analysis of Riedel shear structure of the Litang M7. 3 earthquake[J]. Acta Geologica Sinica,95(8):2346-2360.

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  • 收稿日期:2020-04-09
  • 最后修改日期:2020-07-03
  • 录用日期:2020-08-03
  • 在线发布日期: 2020-10-21
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