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Bulletin of Engineering Geology and the Environment

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02.01.2019 | Original Paper

An investigation on the evaluation of dynamic soil characteristics of the Elazig City through the 1-D equivalent linear site-response analysis

verfasst von: Y. Bulent Sonmezer, Murat Celiker, Selcuk Bas

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 7/2019

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Abstract

Consideration of the effects of the site response in the design of civil structures systems is of important to mitigate the damages to a certain extent on structures and the environment. Hence, it is relatively crucial to reliably attain the dynamic soil parameters of an earthquake-prone city/state. In the current study, a comprehensive investigation on the dynamic soil properties of the city of Elazig with very close proximity to the East Anatolian Fault Zone (EAFZ) having a high potential of producing destructive earthquakes is carried out. Performing probabilistic seismic hazard analysis (PSHA), the moment magnitude of the city is determined as M_w = 7.7 according to 10% probability of exceedance in 50 years. Bedrock-level acceleration spectra is developed utilizing different attenuation relationships for the city, and 1-D equivalent linear site response analysis is conducted on an example soil profile of the city through the SHAKE2000 software considering 16 earthquake motions recorded at the bedrock level. Local surface acceleration spectra obtained from the analysis are then compared to the design spectra of the Turkish Seismic Code for Buildings (TSCB) and Eurocode-8 (EC8) in an attempt to identify the difference between the code spectra and local surface spectra. In addition, in situ geotechnical tests of standard penetration and seismic refraction are conducted at different locations of the study area. Incorporating the results from the field tests into the site response analysis, the soil amplification factor, predominant soil period, peak ground acceleration and spectral maps for the period of T = 0.2 and T = 1.0 s are obtained for the study area. The outcomes from the analysis reveals that structures with higher vibration period than T = 1.0 s are subjected to lower spectral acceleration (S_a), whereas higher S_a values can be used for those with a vibration period lower than T = 0.2 s.

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Titel: An investigation on the evaluation of dynamic soil characteristics of the Elazig City through the 1-D equivalent linear site-response analysis
verfasst von: Y. Bulent Sonmezer
Murat Celiker
Selcuk Bas
Publikationsdatum: 02.01.2019
Verlag: Springer Berlin Heidelberg
Erschienen in: Bulletin of Engineering Geology and the Environment / Ausgabe 7/2019
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI: https://doi.org/10.1007/s10064-018-01450-6

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Improving prediction of soil liquefaction using hybrid optimization algorithms and a fuzzy support vector machine

The groundwater responses to loess flowslides in the Heifangtai platform

Experimental study on the disintegration of loess in the Loess Plateau of China

Effects of experimental frost–thaw cycles on sandstones with different weathering degrees: a case from the Bingling Temple Grottoes, China

Load–unload response ratio characteristics of rock materials and their application in prediction of rockburst proneness

A modified stereographic projection approach and a free software tool for kinematic analysis of rock slope toppling failures