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Coseismic slip distribution of the 1923 Kanto earthquake, Japan

机译:日本1923年关东大地震的同震滑动分布

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The slip distribution associated with the 1923 M = 7.9 Kanto, Japan, earthquake is reexamined in light of new data and modeling. We utilize a combination of first-order triangulation, second-order triangulation, and leveling data in order to constrain the coseismic deformation. The second-order triangulation data, which have not been utilized in previous studies of 1923 coseismic deformation, are associated with only slightly smaller errors than the first-order triangulation data and expand the available triangulation data set by about a factor of 10. Interpretation of these data in terms of uniform-slip models in a companion study by Nyst et al. shows that a model involving uniform coseismic slip on two distinct rupture planes explains the data very well and matches or exceeds the fit obtained by previous studies, even one which involved distributed slip. Using the geometry of the Nyst et al. two-plane slip model, we perform inversions of the same geodetic data set for distributed slip. Our preferred model of distributed slip on the Philippine Sea plate interface has a moment magnitude of 7.86. We find slip maxima of ~8–9 m beneath Odawara and ~7–8 m beneath the Miura peninsula, with a roughly 2:1 ratio of strike-slip to dip-slip motion, in agreement with a previous study. However, the Miura slip maximum is imaged as a more broadly extended feature in our study, with the high-slip region continuing from the Miura peninsula to the southern Boso peninsula region. The second-order triangulation data provide good evidence for ~3 m right-lateral strike slip on a 35-km-long splay structure occupying the volume between the upper surface of the descending Philippine Sea plate and the southern Boso peninsula.
机译:根据新的数据和模型,重新检查了与1923 M = 7.9日本关东地震有关的滑动分布。我们利用一阶三角剖分,二阶三角剖分和拉平数据的组合来约束同震变形。在1923年同震变形的先前研究中未曾使用过的二阶三角剖分数据,其误差仅比一阶三角剖分数据略小,并将可用的三角剖分数据集扩展了大约10倍。在Nyst等人的伴随研究中,这些数据以均滑模型为依据。结果表明,一个涉及两个不同破裂面上的均匀同震滑动的模型很好地解释了数据,并且匹配或超过了先前研究获得的拟合度,甚至是一个涉及分布式滑动的模型。使用Nyst等人的几何图形。在两平面滑模模型中,我们对分布的滑模执行相同的大地测量数据集的反演。我们在菲律宾海板界面上的分布滑移的首选模型的弯矩为7.86。我们发现小田原下面的滑动最大值为〜8–9 m,三浦半岛下面的滑动最大值为〜7–8 m,走滑运动与倾滑运动的比率约为2:1,这与先前的研究一致。但是,在我们的研究中,三浦最大滑动被认为是一个更广泛扩展的特征,高滑动区域从三浦半岛一直延伸到南部Boso半岛区域。二阶三角测量数据为35公里长的八角形构造上约3 m的右旋走滑提供了很好的证据,该构造占据了菲律宾海下降板的上表面和南部Boso半岛之间的体积。

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