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首页> 外文期刊>Tectonophysics: International Journal of Geotectonics and the Geology and Physics of the Interior of the Earth >Fault damage zones of the M7.1 Darfield and M6.3 Christchurch earthquakes characterized by fault-zone trapped waves
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Fault damage zones of the M7.1 Darfield and M6.3 Christchurch earthquakes characterized by fault-zone trapped waves

机译:以断层带陷波为特征的M7.1达菲尔德和克赖斯特彻奇M6.3地震的断层破坏带

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To characterize the subsurface structure of the damage zones caused by the 2010–2011 Canterbury earthquake sequence in New Zealand's South Island, we installed two short linear seismic arrays; Array 1 across the Greendale Fault (GF) surface rupture and Array 2 over the surface projection of the blind Port Hills Fault (PHF) that ruptured in the 2010 M7.1 Darfield and 2011 M6.3 Christchurch earthquakes, respectively. We recorded 853 aftershocks for ~4 months after the Christchurch earthquake. Fault-zone trapped waves (FZTWs) identified at Array 1 for aftershocks occurring on both the GF and the PHF show that the post-S durations of these FZTWs increase as focal depths and epicentral distances from the array increase, suggesting an effective low-velocity waveguide formed by severely damaged rocks existing along the GF and PHF at seismogenic depths. Locations of aftershocks generating prominent FZTWs delineates the subsurface GF rupture extending eastward as bifurcating blind fault segments an additional ~5–8 km beyond the mapped ~30-km surface rupture into a zone with comparably lower seismic moment release west of the PHF rupture which extends westward to within 5.3 ± 1 km of the subsurface GF. The propagation of FZTWthrough the intervening ‘gap’ indicates moderate GF–PHF structural connectivity. We interpret this zone as a fracture mesh reflecting the interplay between basement faults and stress-aligned microcracks that enable the propagation of PHF-sourced FZTWs into the GF damage zone. Simulations of observed FZTWs suggest that the GF rupture zone is ~200–250-m wide, consistent with the surface deformation width. Velocities within the zone are reduced by 35–55% with the maximum reduction in the ~100-m-wide damage core zone correspondingwith surface and shallow subsurface evidence for discrete fracturing. The damage zone extends down to depths of ~8 kmor deeper, consistent with hypocentral locations and geodetically-derived fault models.
机译:为了描述2010年至2011年新西兰南岛坎特伯雷地震序列造成的破坏区的地下结构,我们安装了两个短线性地震阵列。格林戴尔断层(GF)地表破裂的阵列1和盲峰山丘陵断层(PHF)的地面投影的阵列2分别在2010年M7.1达菲尔德地震和2011年6.3克赖斯特彻奇地震中破裂。克赖斯特彻奇地震发生后约4个月,我们记录了853次余震。在阵列1上针对GF和PHF上发生的余震而确定的断层带陷波(FZTW)表明,这些FZTW的S后持续时间随着焦点深度和距阵列的震中距离的增加而增加,表明有效的低速由沿GF和PHF沿地震发生深度存在的严重受损岩石形成的波导。产生显着FZTWs的余震的位置描绘了地下GF断裂向东延伸的趋势,即分叉的盲断层段,比映射的〜30 km地表断裂超出了约5–8 km,进入了PHF断裂以西的地震动释放较低的区域向西至地下GF的5.3±1 km之内。 FZTW通过中间的“间隙”的传播表明适度的GF-PHF结构连通性。我们将该区域解释为一个裂缝网格,反映了基底断层和应力对齐的微裂纹之间的相互作用,从而使源自PHF的FZTWs传播到GF破坏区域。观察到的FZTW的模拟表明,GF破裂带的宽度约为200-250-m,与表面变形宽度一致。区域内的速度降低了35%至55%,而最大的〜100米宽的损伤核心区域降低了,这对应于离散的压裂表面和浅层地下证据。破坏带向下延伸至约8 km或更深的深度,与震中位置和大地测量断层模型一致。

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