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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 >Liquefaction in western Sichuan Basin during the 2008 Mw 7.9 Wenchuan earthquake, China
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Liquefaction in western Sichuan Basin during the 2008 Mw 7.9 Wenchuan earthquake, China

机译:西川盆地西部液化2008兆瓦7.9汶川地震,中国

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摘要

Strong ground shaking during the 2008 Mw 7.9 Wenchuan earthquake, which occurred in the foothills of the Longmen Shan in southwestern China, resulted in widespread coseismic deformation features, such as liquefaction and water ejection. We present a systematic survey of the soil liquefaction and water ejection features caused by this major earthquake. The majority of liquefaction sites occurred along major alluvial fan-building rivers, where the water table was a few meters below the surface. While there is no clear correlation between water fountain height and peak ground acceleration, similar to 58% of liquefaction sites are located 20-35 km from the Beichuan fault Clusters of sites with anomalously high (>2 m) water ejections are located near the surface projection of the Range Front blind thrust and its splay faults. The density of anomalously high eruptions within the window surrounding the Range Front blind thrust is 3-6 times greater than outside this region. Our results suggest that geologic structures may play a role in augmenting liquefaction intensity and shaking-related seismic hazards in sedimentary basins. We speculate that the mechanism could be the amplification of shaking by fault zone structures. Alternatively, faults may act as pathways with increased vertical permeability, allowing fluids from deeper confined aquifers to migrate to and enhance liquefaction of the upper soil, as proposed previously by Wang (2007). Liquefaction associated with the Wenchuan earthquake thus demonstrates the importance of considering geologic structures other than the primary earthquake-producing fault in seismic hazard evaluation and earthquake resistance design in areas with similar geologic and hydrological settings. (C) 2016 Elsevier B.V. All rights reserved.
机译:2008 MW 7.9汶川地震期间发生强大的地面震动,该地震发生在中国西南部龙门山的山麓,导致广泛的电影变形特征,如液化和水喷射。我们对该主要地震引起的土壤液化和水喷射特征提供了系统的系统调查。大多数液化位点沿着主要的冲积扇建筑河流发生,水台在表面下方几米。虽然喷泉高度和峰接地加速度之间没有明确的相关性,但类似于58%的液化点,距离距离大使高(> 2米)水喷射的北川故障簇位于表面附近范围前盲推的投影及其肖波故障。围绕范围前盲推力的窗口内的异常高爆发的密度比该区域的外部大3-6倍。我们的研究结果表明,地质结构可能在沉积盆地中增强液化强度和振动相关地震危险中发挥作用。我们推测,通过断层区域结构可以是摇动的机制。或者,故障可以充当具有增加的垂直渗透性的途径,从而允许从更深限制的含水层迁移到上土的液化,并通过王(2007)提出的上部土壤的液化。因此,与汶川地震相关的液化表明,在具有类似地质和水文环境的地区的地震危险评估和地震抵抗设计中,考虑到地质结构以外的地质结构的重要性。 (c)2016年Elsevier B.v.保留所有权利。

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