首页> 外文期刊>Soils and foundations >ZONING FOR LIQUEFACTION AND DAMAGE TO PORT AND HARBOR FACILITIES AND OTHERS DURING THE 2005 FUKUOKA-KEN SEIHO-OKI EARTHQUAKE
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ZONING FOR LIQUEFACTION AND DAMAGE TO PORT AND HARBOR FACILITIES AND OTHERS DURING THE 2005 FUKUOKA-KEN SEIHO-OKI EARTHQUAKE

机译:2005年福冈县青峰冲地震发生期间港口和港口设施及其他设施的液化和破坏分区

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摘要

On March 20, 2005, an earthquake of magnitude 7.0, which was named as the 2005 Fukuoka-ken Seiho-oki Earthquake, occurred in the northwest part of Fukuoka City. During the earthquake, liquefaction occurred mainly in the reclaimed lands of the Hakata Bay area, resulting in structural damage. In this paper, the distribution of the sites where liquefaction occurred and the characteristics of the gradation of sand boils collected at the sites were clarified. Further, the occurrence of liquefaction in the reclaimed land was discussed with reference to some instances, and structural damages, mainly to port and harbor facilities, and a flow failure of sloping ground due to liquefaction were summarized. Furthermore, liquefaction analysis was performed using a program for one-dimensional seismic response analysis and several soil profiles of the reclaimed land and alluvial ground in order to investigate the relationship between the occurrence of liquefaction and the distribution of acceleration; this was estimated from the analyses and the mechanical and physical properties of the soils.
机译:2005年3月20日,在福冈市西北部发生了7.0级地震,被称为2005年福冈县城峰地震。地震期间,液化主要发生在博多湾地区开垦的土地上,造成结构破坏。在本文中,阐明了发生液化的部位的分布以及在这些部位收集的砂bo的等级特征。此外,还结合一些实例讨论了开垦土地上的液化的发生,并总结了主要对港口和港口设施造成的结构性破坏,以及由于液化引起的坡地流失。此外,利用一维地震反应分析程序以及开垦土地和冲积层的几种土壤剖面进行液化分析,以研究液化的发生与加速度分布之间的关系。这是根据分析以及土壤的机械和物理特性估算得出的。

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