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Seismic Performance of Levees in the Kanto Plains North of Tokyo during the 2011 Tohoku Earthquake

机译:2011年东北地震期间东京北部关东平原大堤的抗震性能

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In the Kanto plains north of Tokyo, Japan, the Magnitude 9.0 (M_w) Tohoku earthquake caused widespread liquefaction, lateral spreading, seismically induced settlement, slope instabilities and, importantly, resulted in 920 river levee failures. Along the Tone, Nakagawa, Fuji Rivers and its tributaries, failures affected more than 40 miles (65 km) of levees. Since the damaged levees were located at an epicentral distance of over 200 miles (320 km), failures of such magnitude surprised many engineers. In April 2011, the authors conducted post-earthquake engineering field reconnaissance as part of an ASCE-sponsored investigation of the Tohoku earthquake. A major portion of the observed levee damage was associated with liquefaction and associated lateral spreading. Importantly, our investigation revealed that much of the liquefaction was associated with anthropogenic (man-made) changes and in particular with fluvial transportation improvements implemented between the 16th and 20th centuries. These findings have important implications for river levees in seismically active areas, such as the Sacramento and American Rivers in California and the Mississipi River near the New Madrid seismic zone.
机译:在日本东京以北的关东平原,东北9.0级(M_w)地震引起广泛的液化,横向扩展,地震诱发的沉降,边坡失稳,重要的是导致920条河堤倒塌。沿口气,中川,富士河及其支流,断层影响了超过40英里(65公里)的堤防。由于受损的堤坝位于震中距离超过200英里(320公里),因此如此大的故障使许多工程师感到惊讶。 2011年4月,作为ASCE资助的东北地震调查的一部分,作者进行了震后工程现场勘察。观察到的堤防破坏的大部分与液化和相关的横向扩展有关。重要的是,我们的调查显示,大部分液化与人为(人为)变化有关,尤其与16世纪至20世纪之间河流运输的改善有关。这些发现对地震活跃地区的河堤具有重要意义,例如加利福尼亚的萨克拉曼多和美国河流以及新马德里地震带附近的密西西比河。

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