1990年菲律宾Mw7.7级强震对马尼拉俯冲带静态应力触发影响

李健, 詹文欢, 朱俊江, 孙杰, 冯英辞, 姜莲婷, 郭磊, 唐琴琴. 1990年菲律宾Mw7.7级强震对马尼拉俯冲带静态应力触发影响[J]. 海洋地质与第四纪地质, 2017, 37(6): 93-99. doi: 10.16562/j.cnki.0256-1492.2017.06.010
引用本文: 李健, 詹文欢, 朱俊江, 孙杰, 冯英辞, 姜莲婷, 郭磊, 唐琴琴. 1990年菲律宾Mw7.7级强震对马尼拉俯冲带静态应力触发影响[J]. 海洋地质与第四纪地质, 2017, 37(6): 93-99. doi: 10.16562/j.cnki.0256-1492.2017.06.010
LI Jian, ZHAN Wenhuan, ZHU Junjiang, SUN Jie, FENG Yingci, JIANG Liantin, GUO Lei, TANG Qinqin. A PRELIMINARY STUDY ON STATIC STRESS TRIGGERING EFFECTS ON MANILA SUBDUCTION ZONE BY THE PHILIPPINE Mw 7.7 EARTHQUAKE 1990[J]. Marine Geology & Quaternary Geology, 2017, 37(6): 93-99. doi: 10.16562/j.cnki.0256-1492.2017.06.010
Citation: LI Jian, ZHAN Wenhuan, ZHU Junjiang, SUN Jie, FENG Yingci, JIANG Liantin, GUO Lei, TANG Qinqin. A PRELIMINARY STUDY ON STATIC STRESS TRIGGERING EFFECTS ON MANILA SUBDUCTION ZONE BY THE PHILIPPINE Mw 7.7 EARTHQUAKE 1990[J]. Marine Geology & Quaternary Geology, 2017, 37(6): 93-99. doi: 10.16562/j.cnki.0256-1492.2017.06.010

1990年菲律宾Mw7.7级强震对马尼拉俯冲带静态应力触发影响

  • 基金项目:
    国家自然科学基金项目(41376063)
详细信息
    作者简介: 李健(1990—),男,博士研究生,主要研究方向为海洋新构造与地震地质学。E-mail:fjzxlijian@163.com
    通讯作者: 詹文欢(1963—),男,研究员,主要研究方向为海洋新构造与地质灾害。E-mail: whzhan@scsio.ac.cn
  • 中图分类号: P738

  • 文凤英编辑

A PRELIMINARY STUDY ON STATIC STRESS TRIGGERING EFFECTS ON MANILA SUBDUCTION ZONE BY THE PHILIPPINE Mw 7.7 EARTHQUAKE 1990

More Information
  • 基于震源机制解模型和弹性半空间模型,计算了1990年7月16日Mw 7.7级地震所产生的静态库伦应力变化,研究结果表明Mw 7.7级地震触发了其后Mw 6.0级和Mw 6.5级2次强余震的发生,应力加载值分别达到了21.63 bars和9.15 bars。依据地震重复原则和构造外推原则,以马尼拉俯冲带及其附近区域Mw 6.0级以上地震震源机制解中的一个节面作为接收断层面,计算了Mw 7.7级地震对马尼拉俯冲带区域静态库伦应力的影响,结果表明其对马尼拉俯冲带的影响主要集中在西吕宋海槽的部分断层上,但变化量值很小,对马尼拉俯冲带北部区域基本不产生影响。

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  • 图 1  菲律群岛构造简图

    Figure 1. 

    图 2  Mw ≥6.0级地震震源机制解空间分布

    Figure 2. 

    图 3  1990年7月16日Mw 7.7级地震静态库伦应力变化与余震分布

    Figure 3. 

    图 4  震源机制解节面上的库伦应力分布

    Figure 4. 

    表 1  1990年Mw7.7级地震震源机制解

    Table 1.  Focal mechanism solutions for the 1990 Philippine Mw7.7 earthquake

    日期 φN/(°) λE/(°) 深度/km 震级 走向/(°) 倾角/(°) 滑动角/(°) 数据来源
    1990-07-16 07:26:52 121.230 15.970 15 Mw7.7 333 88 4 文献[20]
    1990-07-16 07:26:52 121.172 15.679 10 Mw7.7 Ms7.8 155 88 -7 文献[21]
    1990-07-16 07:26:34 121.230 15.840 30 Mw7.7 153 89 16 文献[22]
    下载: 导出CSV

    表 2  Mw 6.0和Mw 6.5两次强余震参数

    Table 2.  The parameters of 2 strong after shocks of Mw 6.0 and Mw 6.5

    日期 φN/(°) λE/(°) 深度/km 震级 走向/(°) 倾角/(°) 滑动角/(°) 数据来源 Δσf/bars
    1990-07-17 18:06:39 120.930 16.460 15 Mw6.0 135 90 7 文献[20] 21.63
    1990-07-17 21:14:44 120.981 16.495 23 Mw6.5 211 46 79 文献[21] 9.15
    下载: 导出CSV
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收稿日期:  2017-11-07
修回日期:  2017-12-17
刊出日期:  2017-12-28

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