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陈龙伟, 刘昊儒, 任叶飞, 吴晓阳, 袁晓铭. 2023年2月6日土耳其双强震场地液化及其震害特征现场调查分析[J]. 岩土工程学报. DOI: 10.11779/CJGE20230333
引用本文: 陈龙伟, 刘昊儒, 任叶飞, 吴晓阳, 袁晓铭. 2023年2月6日土耳其双强震场地液化及其震害特征现场调查分析[J]. 岩土工程学报. DOI: 10.11779/CJGE20230333
In-situ investigation of site liquefaction and liquefaction-induced damage triggered by the Feb. 6th, 2023, Türkiye earthquakes[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230333
Citation: In-situ investigation of site liquefaction and liquefaction-induced damage triggered by the Feb. 6th, 2023, Türkiye earthquakes[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230333

2023年2月6日土耳其双强震场地液化及其震害特征现场调查分析

In-situ investigation of site liquefaction and liquefaction-induced damage triggered by the Feb. 6th, 2023, Türkiye earthquakes

  • 摘要: 震害考察是地震工程研究的支柱之一。2023年2月6日土耳其中南部发生了两次震级分别为Mw7.8、Mw7.5的罕见双强震,造成巨大的人员伤亡和财产损失。通过实地震害考察,对双强震触发的场地液化震害及其特征进行调查分析,分析结果显示:(1)本次地震液化具有现象显著、液化面积大、涉及范围广、液化灾害严重等特征;(2)场地液化震害形式多样,表现为喷砂、地面侧移、地基沉降以及地基丧失承载力等典型液化震害形式,且造成大量建筑物严重破坏;(3)在两个调查地区发现了液化引发的地面侧移,侧移量从几米至十几米,并直接导致建筑物严重破坏甚至毁坏;(4)在格尔巴舍(Golbasi)城区发现数十栋建筑物因地基液化丧失承载力而出现严重倾斜(不均匀沉降)、沉降,沉降量从几十厘米到1~2米、倾斜角度从几度到十几度不等,现场测量建筑最大倾斜角度达到20度。通过对土耳其地震场地液化的宏观现象调查分析,认识本次地震触发的液化特征及其震害启示,以期为我国地基液化减灾技术研究提供参考.

     

    Abstract: Post-earthquake scientific investigation is one of the essentials for earthquake engineering. On the 6th of February, 2023, two deadly earthquakes, which magnitudes were Mw7.8 and Mw7.5, respectively, shook Southern-Central Turkey, caused significantly large casualties and tremendous economy loss. Through in-situ site investigation, the liquefaction phenomena and related damage triggered by the double strong earthquakes are surveyed and preliminarily analyzed. The analytical results indicate: (1) the liquefaction induced by the earthquakes were significant, and distributed in wide area, and caused severe damage to buildings; (2) the consequences of site liquefaction were observed as sand boils, lateral spread, ground subsidence and loss of site bearing capacity, which yielded damage to residence buildings in great extent; (3) the liquefaction-induced lateral spread was observed in two investigation zones, that the distance of lateral spreading ranges from meters to tens of meters, resulting in damage or demolishing of buildings; (4) in an investigation area of Golbasi city tens of buildings were found subsided and tilting due to liquefaction-induced loss of soil bearing capacity. The subsidence of building ranges from tens of centimeters to meters, and the tilting angles vary from several degrees to tens of degrees with a measured maximum angle of 20 degrees in tilt. Through the field survey of liquefaction triggered by the shocks and the analysis of liquefaction-induced consequences, the characteristics of liquefaction and the lessons learned are presented, and the findings are expected to be beneficial for liquefaction hazard mitigation in China.

     

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