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西藏尼木1901年M 6¾地震的发震构造探讨

哈广浩, 吴中海. 2021. 西藏尼木1901年M 6¾地震的发震构造探讨. 地质力学学报, 27(2): 218-229. doi: 10.12090/j.issn.1006-6616.2021.27.02.021
引用本文: 哈广浩, 吴中海. 2021. 西藏尼木1901年M 6¾地震的发震构造探讨. 地质力学学报, 27(2): 218-229. doi: 10.12090/j.issn.1006-6616.2021.27.02.021
HA Guanghao, WU Zhonghai. 2021. Discussion of the seismogenic structure of the 1901 M 6¾ Nyemo earthquake. Journal of Geomechanics, 27(2): 218-229. doi: 10.12090/j.issn.1006-6616.2021.27.02.021
Citation: HA Guanghao, WU Zhonghai. 2021. Discussion of the seismogenic structure of the 1901 M 6¾ Nyemo earthquake. Journal of Geomechanics, 27(2): 218-229. doi: 10.12090/j.issn.1006-6616.2021.27.02.021

西藏尼木1901年M 6¾地震的发震构造探讨

  • 基金项目:
    国家自然科学基金(41571013,41171009);中国地震局地质研究所基本科研业务费(IGCEA2023)
详细信息
    作者简介: 哈广浩(1990-), 男, 助理研究员, 构造地质学专业。E-mail: haguanghao@163.com
    通讯作者: 吴中海(1974-), 男, 研究员, 构造地质学专业。E-mail: wzhh4488@sina.com
  • 中图分类号: P65

Discussion of the seismogenic structure of the 1901 M 6¾ Nyemo earthquake

  • Fund Project: This research is financially supported by the National Natural Science Foundation of China (Grant No.41571013, 41171009), and National Nonprofit Fundamental Research Grant of China Earthquake Administration (Grant No.IGCEA2023)
More Information
  • 史料记载1901年4月26日西藏尼木发生M 6¾级地震,其发震构造尚未有报道,对其发震构造的厘定有助于理解尼木地堑群的地震复发规律,科学评价周边地区的未来强震危险性。遥感解译与地质调查表明,尼木地堑群内部的庞刚地堑西边界断裂长约30 km,走向近北西—北北西,以彭刚玛曲为界分为南北两段。北段断裂地貌线性特征显著,陡坎发育,断错了多级冰碛物及河流阶地。位移恢复结果显示,河流阶地垂直断距T0约1.0 m,T1约2.6 m,T2约5.0 m。南段断裂沿虾庆曲展布,地貌线性特征显著,陡坎发育,断错了多期冲洪积扇体。尼木县城北部发现断裂错动T2阶地剖面,显示该断裂延伸至尼木县城北部。根据位移-震级经验公式计算,庞刚地堑西边界断裂最新一次地震的矩震级约为MW 6.8,这与尼木地震比较吻合。遥感解译、地质调查与震级表明,庞刚地堑可能为1901年尼木地震的发震构造。结合历史地震记录分析认为,尼木地堑群中各个地堑具有独立发生中强地震的能力,其地震复发模式及其与亚东-谷露裂谷南北两段的地震活动差异等尚需进一步研究。

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  • 图 1  亚东-谷露裂谷构造简图

    Figure 1. 

    图 2  尼木地堑群几何展布特征图

    Figure 2. 

    图 3  尼木地震等震线图(西藏自治区科学技术委员会档案馆,1982)

    Figure 3. 

    图 4  庞岗地堑几何特征展布遥感影像及解译图(a中红色箭头指示断裂位置)

    Figure 4. 

    图 5  庞刚地堑N01调查点多级河流阶地位错地貌特征

    Figure 5. 

    图 6  RTK-GPS跨断层陡坎及阶地测量地形剖面

    Figure 6. 

    图 7  庞刚地堑虾庆曲N02点断层崖照片

    Figure 7. 

    图 8  尼木玛曲阶地野外地质照片

    Figure 8. 

    图 9  庞刚地堑晚第四纪正断层活动野外照片

    Figure 9. 

    表 1  历史记载以来沿尼木地堑发生的M≥6.0地震参数(吴中海等,2015)

    Table 1.  Seismic parameters of M≥6.0 along the NGG on record (Wu et al., 2015)

    地震日期 震中位置 震级 可能的发震构造
    北纬/东经 参考地点
    1264 29.70°/90.60° 楚布寺 ≥6¾ 羊易地堑/安岗地堑
    1901.04.21 29.50°/90.10° 尼木北 庞岗地堑
    1990.07.30 29.60°/90.25° 安岗 6.3 安岗地堑
    2008.10.06 29.80°/90.30° 羊易 6.6 羊易地堑
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收稿日期:  2020-11-27
修回日期:  2021-02-11
刊出日期:  2021-04-28

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