LIQUEFACTION-INDUCED DAMAGE IN THE CITIES OF ISKENDERUN AND GOLBASI AFTER THE 2023 TURKEY EARTHQUAKE

IF 0.2 Q4 ENGINEERING, GEOLOGICAL
Nikolay Milev, Kiyota Takashi, Juan Briones, Othon Briones, O. Cinicioglu, Seda Torisu
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Abstract

On February 6th 2023 two major earthquakes struck southeast Turkey, M7.7 Kahramanmaras and M7.6 Elbistan, respectively. Unfortunately, due to the impact of these catastrophic events more than 50 000 casualties and 35 000 collapsed buildings have been reported since then. The aim of the study is to demonstrate preliminary site response analysis and assessment of re-liquefaction potential of sites which have been affected by the earthquakes – especially the cities of Iskenderun and Golbasi. Both site-specific areas have clear evidences of liquefaction and lateral spreading events which imply the focus of the presented paper. A series of geophysical MASW and microtremor tests have been performed in order to determine shear wave velocities up to depth of 30 m as well as the fundamental natural frequency of the soil deposits. 

Moreover, samples have been collected from sand and silt ejecta in order to evaluate some basic physical properties – grain-size curves, specific gravity and plasticity parameters. On the basis of the obtained data seismic classification of the investigated sites according to current design codes has been made and in-depth distance to relatively stiff layer has been assumed. For the sake of evaluating risk of re-liquefaction the widely-used simplified stress-based approach to triggering assessment has been adopted considering some rules of the thumb (e.g., sieve analysis and plasticity properties evaluation). Lastly, post-liquefaction reconsolidation settlement and lateral displacement have been determined in terms of future earthquakes

2023 年土耳其地震后伊斯肯德伦和戈尔巴西市因液化造成的破坏
2023 年 2 月 6 日,土耳其东南部发生了两次大地震,分别是 M7.7 级的卡赫拉曼马拉什地震和 M7.6 级的埃尔比斯坦地震。不幸的是,由于这些灾难性事件的影响,自那时起,已有超过 50 000 人伤亡,35 000 栋建筑物倒塌。本研究旨在对受地震影响的地点,尤其是伊斯肯德伦市和戈尔巴西市,进行初步的场地响应分析和再液化潜力评估。这两个具体地点都有明显的液化和横向扩展事件的证据,这也是本文的重点。为了确定深度达 30 米的剪切波速度以及土壤沉积物的基本固有频率,进行了一系列地球物理 MASW 和微震测试。根据所获得的数据,按照现行设计规范对调查地点进行了地震分类,并假定了与相对坚硬层的深度距离。为了评估再液化风险,采用了广泛使用的基于应力的简化触发评估方法,并考虑了一些经验法则(如筛分分析和塑性特性评估)。最后,从未来地震的角度确定了地震后重新固结沉降和侧向位移。
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来源期刊
Archives for Technical Sciences
Archives for Technical Sciences ENGINEERING, GEOLOGICAL-
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