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首页> 外文期刊>Geophysical Research Letters >Structural and seismological features of the 1989 syn-eruptive NNW-SSE fracture system at Mt Etna
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Structural and seismological features of the 1989 syn-eruptive NNW-SSE fracture system at Mt Etna

机译:1989年埃特纳火山NNW-SSE协同增生断裂系统的结构和地震特征

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During the September-October 1989 eruption at Mt. Etna, structural (faults, folds, fractures) and seismological data (locations, focal mechanisms, shear wave splitting) on the opening of a 6.5km long NNW-SSE fracture system were collected. The fracture system reflected the surface deformation associated to the emplacement of a blade-like dyke at shallow depth. Seismic activity occurred only at the southern tip of the fracture system and at about 1-1.5km depth, i.e. at the interface between the less stiff clay basement and the stiffer volcanic pile. Structural data indicate that fractures formed in response to an ENE-WSW striking sigma(3)=sigma(hmin). In contrast, the NNW-SSE compressive structures, which developed only at the southern tip of the main fracture system, were related to an ENE-WSW sigma(Hmax). The inversion of focal mechanisms shows a thrust-type deformation related to an ENE-WSW striking sigma(1)=sigma(Hmax). The association of compressive structures is consistent with experimental models of dykes stopping at a less stiff-stiffer interface. S-wave splitting parameters have been measured during the fracture system propagation. No change was observed in the qS1 polarization eigendirections (NE-SW), while the TD values seemed to vary with time. The results of seismological and structural analyses suggest that the dyke stopping mechanism produces: i) a seismic swarm associated to a local compressive stress field; and (ii) dyke-induced stress generating shallow aligned secondary fractures (EDA cracks). [References: 23]
机译:在1989年9月-10月的山喷发中。收集了一个6.5公里长的NNW-SSE断裂系统开放时的构造,构造(断层,褶皱,裂缝)和地震数据(位置,震源机制,剪切波分裂)。断裂系统反映了与浅层叶片状堤坝的定位有关的表面变形。地震活动仅发生在裂缝系统的南端和大约1-1.5 km的深度,即在较不硬的粘土基底和较硬的火山桩之间的界面。结构数据表明,裂缝是由于ENE-WSW撞击sigma(3)= sigma(hmin)而形成的。相反,仅在主裂缝系统南端发展的NNW-SSE压缩结构与ENE-WSW sigma(Hmax)有关。震源机制的反转显示出与ENE-WSW撞击sigma(1)= sigma(Hmax)有关的推力型变形。压缩结构的关联与堤坝的实验模型一致,该堤坝停在刚度较小的界面上。在裂缝系统传播过程中已经测量了S波分裂参数。在qS1极化本征方向(NE-SW)上未观察到变化,而TD值似乎随时间变化。地震和结构分析的结果表明,堤防机制产生:i)与局部压应力场有关的地震群; (ii)堤坝引起的应力产生浅的对准的次级裂缝(EDA裂缝)。 [参考:23]

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