2023 年 2 月 6 日土耳其卡赫拉曼马拉什地震造成的地面液化及其范围和对建筑环境影响的一些评估

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2024-10-17 DOI:10.1007/s10064-024-03946-w
R. Ulusay, Ö. Aydan, H. Kumsar
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引用次数: 0

摘要

2023 年 2 月 6 日,土耳其东南部发生了两次灾难性地震,分别为 Pazarcık(Mw7.8)和 Ekinözü(Mw7.6),并被统称为 "Kahramanmaraş 地震"。这些地震事件是由左侧走向滑动断层引起的,造成了重大人员伤亡、基础设施和建筑物的严重破坏,以及岩土工程破坏,如主要是大规模的斜坡崩塌、落石和地面液化。本研究的主要目标是评估大范围地面液化的范围和影响,特别是对建筑环境的影响。此外,还简要讨论了地面液化造成的沉降量和建筑物倾斜的范围,并将卡赫拉曼马拉什地震造成的液化与土耳其发生的其他地震进行了比较。现场观测结果表明,除了一个村庄、一小段高速公路、几座桥梁和两个居民点外,大范围的液化主要发生在非城市化的农田中。一些液化地点的最大沉降量达 2 米,高层建筑从垂直方向倾斜 7-8 度,最高达 20 度左右。观测结果表明,在地震多发区易受液化影响的土壤上,单层和两层建筑物,如地下室达到一定深度,重心较低,且采用筏式基础,则应视为合适的建筑物,无需采取任何地面液化对策。哥尔巴谢湖沿岸的地块移动不太可能是由地面液化引起的横向扩展造成的,而是由于沿着向湖面倾斜的软弱层的平面滑动并逐渐破坏所致。
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Ground liquefaction caused by 6 February 2023 Kahramanmaraş earthquakes of Türkiye and some assessments on its extent and impacts on built environment

Two disastrous earthquakes, named Pazarcık (Mw7.8) and Ekinözü (Mw7.6), occurred on February 6, 2023 in the southeast part of Türkiye and were collectively named “Kahramanmaraş earthquakes”. These seismic events were caused by a left lateral strike-slip faults, and resulted in significant loss of life, severe damage to infrastructures and buildings, and geotechnical damages such as mainly large-scale slope failures, rockfalls, and ground liquefaction. The main goal of this study is to assess the extend and impact of widespread ground liquefaction, particularly on built environment. Additionally, the ranges of amount of settlement and tilting of buildings due to ground liquefaction were briefly discussed and liquefaction caused by Kahramanmaraş earthquakes were compared with those others occurred in Türkiye. The site observations indicated that except a village, a short section of a highway, a few bridges and two settlements, widespread liquefaction was mainly observed in agricultural non-urbanized fields. The maximum amount of settlement at some liquefaction locations reached up to 2 m and high-raise buildings tilted 7–8° from the vertical reaching up about 20°. Observations indicated that single-storey and two-storeys buildings with a basement to a certain depth, a lower center of gravity and raft foundation should be considered suitable on soils susceptible to liquefaction in earthquake-prone regions without taking any counter-measures against ground liquefaction. Mass movements along the shoreline of the Gölbaşı Lake were unlikely to be caused by lateral spreading resulting from ground liquefaction and they were rather due to planar sliding along a weak layer dipping towards the lake with progressive failure.

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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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