映秀 北川断裂带中垂直断裂带走向的NW SE向构造和汶川地震
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The NW SE trending Structure Perpendicular to the Yingxiu Beichuan Faulting Zone and the Wenchuan Earthquake
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    摘要:

    通过汶川科学钻探钻孔地质实体(岩芯)的构造研究、非弹性应变恢复法(ASR法)地应力测试,结合区域构造和汶川地震NW向余震带的综合分析,提出沿映秀 北川断裂走向的狭窄范围内存在一组NW SE向构造,其总体产状为:走向N48°W,倾角中等,与映秀 北川断裂带的总体走向和ASR地应力测试获得的一组最大主应力方位(侧伏方向224°)和最大水平应力方位(44°)接近垂直。NW SE向构造,除少数发育为宏观的断裂构造外,多数表现为密集的裂隙系(或隐断裂)和隐伏断裂,以逆冲性质为主,局部略具左行走滑特征。映秀 北川断裂两侧相向倾斜的NW SE向裂隙系表明其两侧存在有方向相反的运动,映秀 北川断裂属两侧具有不同形成机制和相向位移的双侧走滑型断裂。映秀 北川断裂的同震垂向位移受NE SW向构造和NW SE向构造双重因素制约,在汶川地震的主震带与NW向余震带叠置部位具最大的垂向位移量。从时间尺度分析,在汶川地震的全过程中,仅开始时刻表现为自NW→SE方向的强烈逆冲作用,随后的主要时间段内均表现为沿断裂带方向的运动和自SW→NE方向的逆冲。NW SE向构造的形成是龙门山深部应力和能量长期积聚的结果,强震发生时,初始时刻的自NW向SE方向的强烈挤压,瞬即转换成自SW向NE方向的运动和强烈挤压。NE SW向挤压构造应力场,是由NW SE向挤压作用长期积累和诱导,并叠置在区域NW SE向主导的挤压构造应力场之上的局部构造应力场,但在发震后,它主导了地震能量自震源区沿断裂走向向NE方向的快速传递和扩展及NW向强余震的发生,地震能量在NE SW向强烈挤压过程中得到最终释放。因此,映秀 北川断裂在地震的不同阶段,其性质存在差异,在地震宁静期或弱震期(应力积累和闭锁期)以自NW往SE方向的逆冲性质为主,兼有右行走滑特征,但在强震期(应力释放和解锁期),除发震时表现为强烈的继承性逆冲作用,随后即转化为以平行断裂带走向自SW向NE方向的快速运动和扩展及自SW往NE方向的逆冲作用为主。

    Abstract:

    Based on study of the geological entities (core) using the Wenchuan Scientific Drilling hole (WFSD), anelastic strain recovery (ASR) stress measurements, analysis of the regional tectonic and distribution of the Wenchuan earthquake NW trending aftershocks, this study suggests that one group of NW SE structures with striking N48 °W and moderate dipping occur within the narrow range of the Yingxiu Beichuan fault. Its striking is generally parallel to the directions of Yingxiu Beichuan fault zone and the maximum main stress using AS stress measurement, and approximately perpendicular to the orientation (44°)of the maximum horizontal stress. Most of the NW SE trending structure, except several macro faulting, show more densed fractures (or hidden fractures), which are dominated by thrusting, with characteristic of locally slightly left lateral strike slip. NW SE trending fracture system on both sides of the Yingxiu Beichuan fault indicate that the Yingxiu Beichuan fault belongs to bilateral strike slip type fault, both sides of which have different formation mechanism and the opposing displacement. The vertical displacement of the Yingxiu Beichuan fault is controlled by the NE SW trending structures and the NW SE structure. The superimposed part between the NE main shock zone and NW trending aftershocks zone is of the maximum vertical displacement amount. From the analysis of time scale, during the whole process of the Wenchuan earthquake, only initial moment was expressed by strong NW SE trending thrusting, followed by movement along the faulting direction and trusting from SE to NE during the main stage of time. NW SE trending structure was the result of deep stress and energy accumulation at the Lonmenshan. When the earthquake hitting, the initial NW SE direction compression started and instantly turned to strong SW NE direction compression. NE SW trending compressional tectonic stress field was a regional tectonic stress, which was superimposed over regionally NW SE trending compressive tectonic belt due to long term accumulation and induction of the NW SE trending compression. After the earthquake, it led to the rapid transfer of seismic energy from the source region to NE direction along the fault direction and occurrences of aftershocks. Seismic energy was released eventually during the NE SW trending compressive process. Therefore, the Yingxiu Beichuan fault shows different natures at different stages of the earthquake. In the quiet period or weak shock period of an earthquake, it is characterized by thrusting in company with right lateral strike slip. But during strong earthquake period, along with the strong thrusting, it transformed into a strong right lateral slip in company with thrusting.

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崔军文,王连捷,邹长春,孙东生,彭诚,陈威威,李宗凡.2016.映秀 北川断裂带中垂直断裂带走向的NW SE向构造和汶川地震[J].地质学报,90(6):1041-1061.
CUI Junwen, WANG Lianjie, ZOU Zhangchun, SUN Dongsheneg, PENG Chen, CHEN Weiwei, LI Zongfan.2016. The NW SE trending Structure Perpendicular to the Yingxiu Beichuan Faulting Zone and the Wenchuan Earthquake[J]. Acta Geologica Sinica,90(6):1041-1061.

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  • 收稿日期:2015-08-05
  • 最后修改日期:2016-03-19
  • 录用日期:2016-06-28
  • 在线发布日期: 2016-06-28
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