地震地质 ›› 2003, Vol. 25 ›› Issue (1): 88-99.

• 研究论文 • 上一篇    下一篇

由小震震源机制解得到的鄂尔多斯周边构造应力场

范俊喜1, 马瑾1, 刁桂苓2   

  1. 1. 中国地震局地质研究所, 中国地震局构造物理开放实验室, 北京, 100029;
    2. 河北省地震局, 石家庄, 050021
  • 收稿日期:2002-04-02 修回日期:2002-12-10 出版日期:2003-03-06 发布日期:2009-10-26
  • 作者简介:范俊喜,男,1966年生,1988年毕业于北京大学地质系,2002年在中国地震局地质研究所获博士学位,工程师,现在中国水电工程顾问集团公司从事活动构造、工程地震和工程地质工作,电话:010-51973440,E-mail:fanjunxi@sohu.com.
  • 基金资助:
    国家重点基础研究发展规划项目(G199804070401)资助.中国地震局地质研究所论著2003B0006.

CONTEMPORARY TECTONIC STRESS FIELD AROUND THE ORDOS FAULT BLOCK INFERRED FROM EARTHQUAKE FOCAL MECHANISMS

FAN Jun-xi1, MA Jin1, DIAO Gui-ling2   

  1. 1. Institute of Geology and Tectonophysics Laboratory, CSB, Beijing 100029, China;
    2. Seismological Bureau of Hebei Province, Shijiazhuang 050021, China
  • Received:2002-04-02 Revised:2002-12-10 Online:2003-03-06 Published:2009-10-26

摘要: 利用格点尝试法首先分区对鄂尔多斯地块周边的3 000多个小震震源机制解进行了处理.结果显示,在震源机制解覆盖的时段内,地块周边地区的平均构造应力场有以下特征:地块周边主要以水平构造作用力为主,且其主压应力轴走向以地块西南侧为中心,从北至东呈扇形展布.在分区基础上,对各区的平均主应力轴分布进行了扫描,得到了其随时间的变化过程.其中渭河、六盘山和银川区的构造应力场相对稳定,临汾和同心区的构造应力场变化复杂,临河、包头、呼和、大同和太原区的构造应力场变化与该区的几次中强地震有密切关系.另外,地块周边除个别区外大多数区域在1992年和1996年前后,主压应力轴走向有趋近于N75°E的现象.

关键词: 震源机制解, 构造应力场, 鄂尔多斯地块

Abstract: This paper discusses mainly the spatial distribution and change of stress orientation at focal depth around the Ordos fault block. The stress orientation are inverted by using the Grid Test Method from more than 3 000 earthquake focal mechanism solutions calculated from earthquakes with magnitude less than 5 recorded by local seismological stations around the Ordos during the years of 1980 to 1999. The region around the Ordos is divided into ten subregions based on neotectonic, geomorphologic and GPS data. The P and T axes being close to horizontal in all subregions implies that the Ordos and its vicinity are dominated by strike-slip motion. The spatial distribution pattern of the principal compressive stress axes around the Ordos Block appears as a fan convex toward the southwest of the Ordos Block. The mean orientation of the P axis is NE-directed in the west, ENE-directed in the north, and nearly E-W-directed in the south of the Ordos Block. In fact, the orientation of P axis in each subregion may vary with time. In 1992 and 1996, the direction of P axis in each subregions was gradually turned toward N75癊 direction. Based on the changes of P axis orientation with time in each subregion, three types of subregions are identified: the first type includes the areas where the orientation of P axis is relatively unchanged, such as the Weihe, Liupanshan and Yingchuan subregions; the second type includes the areas where the change of the orientation of P axis with time is complex, such as the Linfen and Tongxin subregions; the third type includes the areas where the orientation of P axis is sensitive to the earthquakes occurred nearby, such as the Datong and Baotou subregions. In Datong and Baotou subregions, the changes of P axis orientation doesn't simultaneously respond to the occurrence of an earthquake; when the direction of P axis in one subregion turns to NNE direction, then an earthquake will occur in this area. However, during the same period, the orientation of P axis in the other subregions doesn't turn to NNE direction. Another interesting thing is that the inconsistency ratio of the Grid Test Method for Datong subregion decreased before the Datong earthquake in 1989, while the ratio for Baotou subregion decreased before the Baotou earthquake in 1996.

Key words: earthquake focal mechanism, tectonic stress field, Ordos fault block

中图分类号: