Comparison of SPT and Vs-based Liquefaction Analyses: A Case Study in Erciş (Van, Turkey)

Akkaya, I.; Özvan, A.; Akin, M.; Akin, M. K.; Övün, U.

doi:10.1007/s11600-017-0103-0

Artykuł - szczegóły

Tytuł artykułu

Comparison of SPT and Vs-based Liquefaction Analyses: A Case Study in Erciş (Van, Turkey)

Autorzy

Akkaya I. , Özvan A. , Akin M. , Akin M. K. , Övün U.

Wybrane pełne teksty z tego czasopisma

https://www.springer.com/journal/11600

Identyfikatory

DOI

10.1007/s11600-017-0103-0

Warianty tytułu

Języki publikacji

Abstrakty

Liquefaction which is one of the most destructive ground deformations occurs during an earthquake in saturated or partially saturated silty and sandy soils, which may cause serious damages such as settlement and tilting of structures due to shear strength loss of soils. Standard (SPT) and cone (CPT) penetration tests as well as the shear wave velocity (Vs)-based methods are commonly used for the determination of liquefaction potential. In this research, it was aimed to compare the SPT and Vs-based liquefaction analysis methods by generating different earthquake scenarios. Accordingly, the Erciş residential area, which was mostly affected by the 2011 Van earthquake (Mw = 7.1), was chosen as the model site. Erciş (Van, Turkey) and its surroundings settle on an alluvial plain which consists of silty and sandy layers with shallow groundwater level. Moreover, Çaldıran, Erciş–Kocapınar and Van Fault Zones are the major seismic sources of the region which have a significant potential of producing large magnitude earthquakes. After liquefaction assessments, the liquefaction potential in the western part of the region and in the coastal regions nearby the Lake Van is found to be higher than the other locations. Thus, it can be stated that the soil tightness and groundwater level dominantly control the liquefaction potential. In addition, the lateral spreading and sand boiling spots observed after the 23rd October 2011 Van earthquake overlap the scenario boundaries predicted in this study. Eventually, the use of Vs-based liquefaction analysis in collaboration with the SPT results is quite advantageous to assess the rate of liquefaction in a specific area.

Słowa kluczowe

liquefaction SPT shear wave velocity VS LPI LSI Erciş

skraplanie SPT prędkość fali ścinania VS LPI LSI Erciş

Wydawca

Instytut Geofizyki PAN
Springer

Czasopismo

Acta Geophysica

Rocznik

2018

Tom

Vol. 66, no. 1

Strony

21--38

Opis fizyczny

Bibliogr. 79 poz.

Twórcy

autor

Akkaya I.

iakkaya@yyu.edu.tr

Department of Geophysical Engineering, Engineering Faculty, Van Yüzüncü Yıl University, Van, Turkey

autor

Özvan A.

Department of Geophysical Engineering, Van Yüzüncü Yıl University, Van, Turkey

autor

Akin M.

Department of Geological Engineering, Nevşehir Hacı Bektaş Veli University, Nevşehir, Turkey

autor

Akin M. K.

Department of Civil Engineering, Abdullah Gül University, Kayseri, Turkey

autor

Övün U.

Department of Geophysical Engineering, Van Yüzüncü Yıl University, Van, Turkey

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Uwagi

Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2018)

Typ dokumentu

Bibliografia

Identyfikator YADDA

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