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Year 2019, Volume: 20 Issue: 1, 70 - 79, 01.01.2019
https://doi.org/10.18038/aubtda.459191

Abstract

References

  • Darendeli M.B. Development of a new family of normalized modulus reduction and material damping curves. PhD, Univ. of Texas at Austin, Austin, 2001.
  • Afacan KB. Vd. Düzenli ve Düzensiz Tekrarlı Yükler Altında Kum Zeminlerin Dinamik Davranışı., 4.Uluslararası Deprem Mühendisliği ve Sismolojisi Konferansı; 11-13 Ekim Eskişehir.(in Turkish) 2017.
  • Güler E. Yılmaz G. Bozbey İ., Şevlerin Performansının Dinamik Yükler Altında İncelenmesi. 4.Uluslararası Deprem Mühendisliği ve Sismolojisi Konferansı; 11-13 Ekim Eskişehir. (in Turkish) 2017.
  • Özkan Y., Zemin Dinamiğine Giriş, Ankara, Türkiye, Nobel Yayıncılık, (in Turkish) 2017.
  • Mokhberioskouei L. 23 Ekim 2011 ve 09 Kasım 2011 Tarihli Van Depremlerinin Kuvvetli Yer Hareketlerinin, Yeni Nesil Azalım İlişkileri İle Karşılaştırılması., İstanbul Teknik Üniversitesi, İstanbul. (in Turkish) 2014.
  • Altun S. Suya Doygun Kumların Drenajsız Koşullardaki Davranışının Tekrarlı Yükler Altında Burulmalı Kesme Deney Aleti İle İncelenmesi, DEÜ Mühendislik Fakültesi Fen ve Mühendislik Dergisi. İzmir. (in Turkish) 2004, s. 139-152.
  • Stewart, J.P., Afshari, K. and Hashash, Y.M.A. 2014. Guidelines for performing hazard-consistent one- dimensional ground response analysis for ground motion prediction. Report PEER 2014-16, Pacific Earthquake Engineering Research Center, 152 pp.
  • Afacan KB, Brandenberg SJ, Stewart JP. Centrifuge modeling studies of site response in soft clay over wide strain range [ASCE]. J Geotech Geoenviron Eng 2014;140(2):04013003.

EFFECT OF FREQUENCY CONTENT ON THE DYNAMIC PROPERTIES OF THE SAND

Year 2019, Volume: 20 Issue: 1, 70 - 79, 01.01.2019
https://doi.org/10.18038/aubtda.459191

Abstract

Under the repeated loads of the soil, stress-strain and strength properties play an important role in solving the engineering problems. The stresses-deformation and strength properties of the soils under repeated loads, which are caused by the depression, are changing. As a result, deformations occur in the ground and structural damage occurs. Engineering properties must be known in order to minimize the damage of earthquakes. One of these parameters is an important factor in the effects of frequency earthquakes. In this study, the effects of frequencies obtained from different earthquakes on the dynamic characteristics of the ground were investigated. In the study, a dynamic triaxial test set was used to investigate the dynamic properties of soils. The variation of dynamic properties under the experimental conditions was investigated by loading with regular and irregular frequencies on the sand samples.

References

  • Darendeli M.B. Development of a new family of normalized modulus reduction and material damping curves. PhD, Univ. of Texas at Austin, Austin, 2001.
  • Afacan KB. Vd. Düzenli ve Düzensiz Tekrarlı Yükler Altında Kum Zeminlerin Dinamik Davranışı., 4.Uluslararası Deprem Mühendisliği ve Sismolojisi Konferansı; 11-13 Ekim Eskişehir.(in Turkish) 2017.
  • Güler E. Yılmaz G. Bozbey İ., Şevlerin Performansının Dinamik Yükler Altında İncelenmesi. 4.Uluslararası Deprem Mühendisliği ve Sismolojisi Konferansı; 11-13 Ekim Eskişehir. (in Turkish) 2017.
  • Özkan Y., Zemin Dinamiğine Giriş, Ankara, Türkiye, Nobel Yayıncılık, (in Turkish) 2017.
  • Mokhberioskouei L. 23 Ekim 2011 ve 09 Kasım 2011 Tarihli Van Depremlerinin Kuvvetli Yer Hareketlerinin, Yeni Nesil Azalım İlişkileri İle Karşılaştırılması., İstanbul Teknik Üniversitesi, İstanbul. (in Turkish) 2014.
  • Altun S. Suya Doygun Kumların Drenajsız Koşullardaki Davranışının Tekrarlı Yükler Altında Burulmalı Kesme Deney Aleti İle İncelenmesi, DEÜ Mühendislik Fakültesi Fen ve Mühendislik Dergisi. İzmir. (in Turkish) 2004, s. 139-152.
  • Stewart, J.P., Afshari, K. and Hashash, Y.M.A. 2014. Guidelines for performing hazard-consistent one- dimensional ground response analysis for ground motion prediction. Report PEER 2014-16, Pacific Earthquake Engineering Research Center, 152 pp.
  • Afacan KB, Brandenberg SJ, Stewart JP. Centrifuge modeling studies of site response in soft clay over wide strain range [ASCE]. J Geotech Geoenviron Eng 2014;140(2):04013003.
There are 8 citations in total.

Details

Primary Language English
Journal Section Articles
Authors

Ersin Güler 0000-0002-5679-8838

Kamil Bekir Afacan 0000-0002-3667-4432

Publication Date January 1, 2019
Published in Issue Year 2019 Volume: 20 Issue: 1

Cite

AMA Güler E, Afacan KB. EFFECT OF FREQUENCY CONTENT ON THE DYNAMIC PROPERTIES OF THE SAND. Estuscience - Se. January 2019;20(1):70-79. doi:10.18038/aubtda.459191