首页> 外文期刊>Journal of geophysical research. Solid earth: JGR >Seismically active wedge structure beneath the Coalinga anticline, San Joaquin basin, California
【24h】

Seismically active wedge structure beneath the Coalinga anticline, San Joaquin basin, California

机译:加利福尼亚圣华金盆地Coalinga背斜之下的地震活动楔形结构

获取原文
获取原文并翻译 | 示例
       

摘要

We define the subsurface geometry, kinematics, and seismotectonics of the Coalinga anticline in the San Joaquin basin, central California. Using seismic reflection data and quantitative fault-related folding techniques, we present a model of the Coalinga anticline that demonstrates that the structure is composed of a stack of imbricated structural wedges, related to two major fault ramps at depth, the deepest of which ruptured during the 1983 Coalinga (M w = 6.5) earthquake. Because of the lack of basinward deformation and the observed fold shapes, these ramps are interpreted to sole to a common upper detachment, which acts as a back thrust, forming a structural wedge. This back-thrust system generates the surface expression of the Coalinga anticline and extends to the surface as the Waltham Canyon fault and a series of related east dipping thrusts. This structural analysis helps reconcile the longstanding conflict between the southwest dipping preferred nodal plane of the 1983 main shock and the western vergence of the surface anticline. Furthermore, the seismic reflection data and our model suggest that two potentially seismogenic ramps and a major back thrust underlie the fold, rather than the single fault which has been inferred in previous studies. Using a relocated earthquake catalog, we document the three-dimensional distribution of earthquakes over a 22 year period relative to both the main fault which ruptured in the 1983 event and within the structural wedge. This analysis indicates that the majority of moment release following the 1983 event occurred within the wedge itself, compatible with a model of wedge emplacement.
机译:我们定义了加利福尼亚州中部圣华金盆地Coalinga背斜的地下几何学,运动学和地震构造学。利用地震反射数据和定量的与断层有关的褶皱技术,我们给出了Coalinga背斜的模型,该模型证明了该结构由一堆镶嵌的楔形结构组成,与深处的两个主要断层斜坡有关,其中最深的断层在破裂时破裂。 1983年的Coalinga(M w = 6.5)地震。由于缺乏盆地变形和观察到的褶皱形状,这些坡道被解释为对共同的上部脱离,这是一种反推力,形成了结构楔。这种反冲系统产生了Coalinga背斜的表面表达,并随着Waltham Canyon断层和一系列相关的东倾冲断而延伸至表面。这种结构分析有助于调和1983年主震西南倾斜的首选节点面与地表背斜的西部收敛之间的长期矛盾。此外,地震反射数据和我们的模型表明,褶皱是两个潜在的地震成因斜坡和主要的反冲作用,而不是先前研究中推断的单个断层。使用重新定位的地震目录,我们记录了相对于1983年事件破裂的主要断层和结构楔内22年期间地震的三维分布。该分析表明,1983年事件之后的大部分力矩释放发生在楔形物自身内部,与楔形物位置模型兼容。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号