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首页> 外文期刊>Bulletin of the Seismological Society of America >Fault structure control on fault slip and ground motion during the 1999 rupture of the Chelungpu fault, Taiwan
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Fault structure control on fault slip and ground motion during the 1999 rupture of the Chelungpu fault, Taiwan

机译:1999年台湾切龙普断裂的破裂对滑移和地震动的断裂结构控制

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摘要

The Chelungpu fault, Taiwan, ruptured in a M-w 7.6 earthquake on 21 September 1999, producing a 90-km-long surface rupture. Analysis of core from two holes drilled through the fault zone, combined with geologic mapping and detailed investigation from three outcrops, define the fault geometry and physical properties of the Chelungpu fault in its northern and southern regions. In the northern region the fault dips 45degrees-60degrees east, parallel to bedding in both the hanging wall and footwall, and consists of a narrow (1-20 cm) core of dark gray, sheared clay, gouge. The gouge is located at the base of a 30- to 50-m zone of increased fracture density confined asymmetrically to the hanging wall. Microstructural analysis of the fault gouge indicates the presence of extremely narrow clay zones (50-300 mum thick) that are interpreted as the fault rupture surfaces. Few shear indicators are observed outside of the fault gouge, implying that slip was localized within the gouge zone. Slip localization along a bed-parallel surface resulted in a narrow gouge zone that produced less high-frequency ground motion and larger displacements (average 8 m) during the earthquake than in the southern region. Displacement in the southern region averaged only 2 in, but ground shaking consisted of large amounts of high-frequency ground motion. The fault in the southern region dips 20degrees-30degrees at the surface and consists of a wide (20-70 in thick) zone of sheared, foliated shale with numerous gouge zones. These data demonstrate a potential correlation between fault structure (i.e., gouge width, geometry) and earthquake characteristics such as displacement and ground motion (i.e., acceleration). [References: 56]
机译:台湾的志龙埔断裂在1999年9月21日的7.6级地震中破裂,造成90公里长的地面破裂。通过贯穿断层带的两个孔的岩心分析,结合地质制图和三个露头的详细勘测,确定了北部和南部地区切龙普断裂的断层几何形状和物理性质。在北部地区,断层向东倾斜45度至60度,与上盘和下盘的层理平行,由深灰色的窄芯(1-20厘米),剪切黏土和凿子组成。凿子位于裂缝密度增加的30至50 m区域的底部,该区域不对称地限定在悬挂壁上。断层泥的微观结构分析表明存在极窄的粘土带(50-300微米厚),这被解释为断层破裂面。在断层泥之外很少观察到剪切指示,这表明滑移被定位在泥层区域内。与南部地区相比,沿平行床面的滑移定位导致了一个狭窄的凿岩带,该凿岩带在地震期间产生的高频地震动较小,位移较大(平均8 m)。南部地区的位移平均只有2英寸,但地面震动是由大量高频地面运动组成的。南部地区的断层在地表倾斜20度至30度,由一个宽阔的(页岩厚度为20-70)带剪切的叶状页岩带和多个断层带组成。这些数据证明了断层结构(例如,凿的宽度,几何形状)和地震特征(例如位移和地面运动(即,加速度))之间的潜在相关性。 [参考:56]

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