Investigation of the soil behaviour of Fethiye District, Mesudiye, Muğla, by one-dimensional equivalent linear analysis method
Yazarlar (2)
Dr. Öğr. Üyesi Mehmet Uğur YILMAZOĞLU Kastamonu Üniversitesi, Türkiye
Doç. Dr. Gökçe Çiçek İnce Muğla Sıtkı Koçman Üniversitesi, Türkiye
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Özgün Makale
(Diğer hakemli uluslarası dergilerde yayınlanan tam makale)
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| Dergi Adı | Arabian Journal of Geosciences | ||
| Dergi ISSN | 1866-7511 Wos Dergi Scopus Dergi | ||
| Dergi Tarandığı Indeksler | Google Scholar | ||
| Makale Dili | İngilizce | Basım Tarihi | 04-2022 |
| Kabul Tarihi | 05-04-2022 | Yayınlanma Tarihi | 20-04-2022 |
| Cilt / Sayı / Sayfa | 15 / 813 / 2–14 | DOI | 10.1007/s12517-022-10054-0 |
| Makale Linki | https://doi.org/10.1007/s12517-022-10054-0 | ||
| UAK Araştırma Alanları |
Geoteknik
Zemin Mekaniği
Deprem
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| Özet |
| Soil behaviour during earthquakes is just as important as the prediction of earthquakes. Seismic waves alter the soil strata that they traverse during earthquakes, and the strata may also change the properties of seismic waves. Conditions such as the type, stratification status, and combinations of the strata can also create different effects in the seismic wave. With dynamic soil behaviour analysis, the effects of earthquake ground motion and ground performance on general performance can be obtained by the change in acceleration parameters. In this study, one-dimensional dynamic analysis was carried out using the EERA (Bardet et al., EERA: A computer program for equivalentlinear earthquake site response analyses of layered soil deposits, University of Southern California, Los Angeles, ) program by using the drilling information of the Karaböğürtlen formation, which consists of alluvium, coastal sediment and … |
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| Google Scholar | 2 |