土耳其 2023 年 2 月 6 日土耳其-叙利亚地震岩土工程破坏调查报告

IF 3.3 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Tetsuo Tobita , Takashi Kiyota , Seda Torisu , Ozer Cinicioglu , Gokce Tonuk , Nikolay Milev , Juan Contreras , Othón Contreras , Masataka Shiga
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引用次数: 0

摘要

针对 2023 年 2 月 6 日土耳其和叙利亚发生的重大地震,日本地震工程协会、日本建筑学会、日本土木工程师学会和日本岩土工程学会成立了一个由来自日本和土耳其的研究人员和工程师组成的协作勘察小组。该联盟在灾难性地震事件发生两个月后的 3 月 28 日至 4 月 2 日进行了深入的现场调查。在 Islahiye,山体滑坡导致滑坡坝的形成。另一处滑坡发生在 Tepehan 的一个相对平缓的石灰岩斜坡上,可能与断层运动有关。伊斯肯德伦(Iskenderun)不仅发生了建筑物在松软地面上倒塌的事件,而且还发生了建筑物倾斜和地面下沉的事件,原因是开垦的沿海土壤发生了液化。戈尔巴西软弱地基上的浅基础建筑物因液化造成了严重损坏,包括倾斜和沉降。不过,需要进行更全面的调查,以准确绘制液化土层的范围。安塔基亚和卡赫拉曼马拉什是建筑物损坏与地表震动同时发生的地区。尽管建筑物倒塌严重,但安塔基亚相对稳定的地面显示平均 S 波速度超过 AVS30 400 米/秒。这表明潜在的地质结构可能会导致波浪放大。卡赫拉曼马拉什(Kahramanmaras)的建筑物受损严重,主要集中在冲积扇地层。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Geotechnical damage survey report on February 6, 2023 Turkey-Syria Earthquake, Turkey

In response to the significant earthquakes that struck Turkey and Syria on February 6, 2023, a collaborative reconnaissance team, consisting of researchers and engineers from Japan and Turkey, was formed by the Japan Association for Earthquake Engineering, the Architectural Institute of Japan, the Japan Society of Civil Engineers, and the Japanese Geotechnical Society. This coalition conducted an in-depth on-site investigation from March 28 to April 2, two months after the catastrophic seismic events. In Islahiye, a landslide resulted in the formation of a landslide dam. Another landslide occurred in Tepehan on a relatively gentle slope formed of limestone, with possible correlations to fault movements. Iskenderun encountered not just building collapses on soft ground, but also instances of the tilting of buildings and ground subsidence attributed to the liquefaction of reclaimed coastal soil. Golbasi witnessed significant liquefaction-induced damage to structures with shallow foundations on soft ground, involving tilting and settling. However, a more comprehensive investigation is required to accurately map the extent of the liquefied soil layers. Antakya and Kahramanmaras emerged as regions where building damage coincided with surface ground vibrations. Despite severe building collapses, Antakya's relatively stable ground showed an average S-wave velocity exceeding AVS30 400 m/s. This suggests potential wave amplification due to underlying geological structures. Kahramanmaras displayed notable building damage concentrated in alluvial fan formations.

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来源期刊
Soils and Foundations
Soils and Foundations 工程技术-地球科学综合
CiteScore
6.40
自引率
8.10%
发文量
99
审稿时长
5 months
期刊介绍: Soils and Foundations is one of the leading journals in the field of soil mechanics and geotechnical engineering. It is the official journal of the Japanese Geotechnical Society (JGS)., The journal publishes a variety of original research paper, technical reports, technical notes, as well as the state-of-the-art reports upon invitation by the Editor, in the fields of soil and rock mechanics, geotechnical engineering, and environmental geotechnics. Since the publication of Volume 1, No.1 issue in June 1960, Soils and Foundations will celebrate the 60th anniversary in the year of 2020. Soils and Foundations welcomes theoretical as well as practical work associated with the aforementioned field(s). Case studies that describe the original and interdisciplinary work applicable to geotechnical engineering are particularly encouraged. Discussions to each of the published articles are also welcomed in order to provide an avenue in which opinions of peers may be fed back or exchanged. In providing latest expertise on a specific topic, one issue out of six per year on average was allocated to include selected papers from the International Symposia which were held in Japan as well as overseas.
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