Araştırma Makalesi

Comparative Safety Analyses of Slope-Shallow Foundation Interaction under Static and Dynamic Loading Conditions

Cilt: 37 Sayı: 1 29 Mart 2022
  • Zülal Akbay Arama
  • İlknur Dalyan *
  • Muhammed Selahaddin Akın
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Comparative Safety Analyses of Slope-Shallow Foundation Interaction under Static and Dynamic Loading Conditions

Öz

This study is focused on the safety analysis of the shallow foundations located on cohesive homogenous slopes that has different shear strength characteristics. Static and dynamic analyses have been conducted with a well-known commercial finite element logic-based two dimensional numerical software. Dynamic analyses are performed with regard to the consideration of the Samos-İzmir earth-quake that happened in 30 October 2020. The change of the slope geometry depending on the differentiation of the slope height and inclination is also considered. The interaction between the slope-shallow foundation is investigated regarding different relative distances of the foundation from the slope edge and considering various loading magnitudes for the foundation. The results of the analyses are evaluated in terms of the factor of safety values to interpret the degree of the effects of foreseen variants on the integrated system stability.

Anahtar Kelimeler

Kaynakça

  1. 1. Dey, A., Acharyya, R., Alammyan, A. 2019. Bearing Capacity and Failure Mechanism of Shallow Footings on Unreinforced Slopes: a State-of-the-art Review, International Journal of Geotechnical Engineering. 1-14.
  2. 2. Akbay Arama, Z., Akın, M.S., Çinicioğlu, S.F., 2018. Komşu Zemin Yapılarının Parametrik Analizi “Dolgu-Şev Etkileşimi”. Uludağ University Journal of The Faculty of Engineering, 23(2), 109-128.
  3. 3. Peters, R.G., 2011. Advanced Analysis of Shallow Foundations Located Near Slopes, University of Southern Queensland, Faculty of Engineering and Surveying, Dissertation Thesis, Queensland, 170.
  4. 4. Yamamoto, K., 2010. Seismic Bearing Capacity of Shallow Foundations Near SlopesUsing the Upper-bound Method, International Journal of Geotechnical Engineering, 4(2), 255-267.
  5. 5. Cascone, E., Casablanca, O., 2016. Static and Seismic Bearing Capacity of Shallow Strip Footings, Soil Dynamics and EarthquakeEngineering, 84(2016), 204-223.
  6. 6. Cong, S., Tang, L., Ling, X., Geng, L., Lu, J. 2018. Boundary Effect on the Seismic Response of a Three-dimensional Soil Slope with a Shallow Foundation on Top, KSCE Journal of Civil Engineering, 22(4), 1130-1140.
  7. 7. Raj, D., ASCE, S.M., Singh, Y., ASCE, M., Shukla, S.K., ASCE, M., 2018. Seismic Bearing Capacity on Strip Foundation Embedded in c-ϕ Soil Slope, Int. J. Geomech., 18(7), 04018076-1-16.
  8. 8. Xiao, Y., Zhao, M., Zhang, R., Zhao, H., Wu, G., 2019. Undrained Bearing Capacity of Strip Footings Placed Adjacent to Two-layered Slopes, Int. J. Geomech., 19(8), 06019014-1- 18, Technical Note.

Ayrıntılar

Birincil Dil

İngilizce

Konular

Mühendislik

Bölüm

Araştırma Makalesi

Yazarlar

Zülal Akbay Arama Bu kişi benim
0000-0001-8185-7329
Türkiye

İlknur Dalyan * Bu kişi benim
0000-0001-6436-7109
Türkiye

Muhammed Selahaddin Akın Bu kişi benim
0000-0003-1980-1812
Türkiye

Yayımlanma Tarihi

29 Mart 2022

Gönderilme Tarihi

17 Temmuz 2021

Kabul Tarihi

21 Mart 2022

Yayımlandığı Sayı

Yıl 2022 Cilt: 37 Sayı: 1

Kaynak Göster

APA
Akbay Arama, Z., Dalyan, İ., & Akın, M. S. (2022). Comparative Safety Analyses of Slope-Shallow Foundation Interaction under Static and Dynamic Loading Conditions. Çukurova Üniversitesi Mühendislik Fakültesi Dergisi, 37(1), 129-141. https://doi.org/10.21605/cukurovaumfd.1095002
AMA
1.Akbay Arama Z, Dalyan İ, Akın MS. Comparative Safety Analyses of Slope-Shallow Foundation Interaction under Static and Dynamic Loading Conditions. Çukurova Üniversitesi Mühendislik Fakültesi Dergisi. 2022;37(1):129-141. doi:10.21605/cukurovaumfd.1095002
Chicago
Akbay Arama, Zülal, İlknur Dalyan, ve Muhammed Selahaddin Akın. 2022. “Comparative Safety Analyses of Slope-Shallow Foundation Interaction under Static and Dynamic Loading Conditions”. Çukurova Üniversitesi Mühendislik Fakültesi Dergisi 37 (1): 129-41. https://doi.org/10.21605/cukurovaumfd.1095002.
EndNote
Akbay Arama Z, Dalyan İ, Akın MS (01 Mart 2022) Comparative Safety Analyses of Slope-Shallow Foundation Interaction under Static and Dynamic Loading Conditions. Çukurova Üniversitesi Mühendislik Fakültesi Dergisi 37 1 129–141.
IEEE
[1]Z. Akbay Arama, İ. Dalyan, ve M. S. Akın, “Comparative Safety Analyses of Slope-Shallow Foundation Interaction under Static and Dynamic Loading Conditions”, Çukurova Üniversitesi Mühendislik Fakültesi Dergisi, c. 37, sy 1, ss. 129–141, Mar. 2022, doi: 10.21605/cukurovaumfd.1095002.
ISNAD
Akbay Arama, Zülal - Dalyan, İlknur - Akın, Muhammed Selahaddin. “Comparative Safety Analyses of Slope-Shallow Foundation Interaction under Static and Dynamic Loading Conditions”. Çukurova Üniversitesi Mühendislik Fakültesi Dergisi 37/1 (01 Mart 2022): 129-141. https://doi.org/10.21605/cukurovaumfd.1095002.
JAMA
1.Akbay Arama Z, Dalyan İ, Akın MS. Comparative Safety Analyses of Slope-Shallow Foundation Interaction under Static and Dynamic Loading Conditions. Çukurova Üniversitesi Mühendislik Fakültesi Dergisi. 2022;37:129–141.
MLA
Akbay Arama, Zülal, vd. “Comparative Safety Analyses of Slope-Shallow Foundation Interaction under Static and Dynamic Loading Conditions”. Çukurova Üniversitesi Mühendislik Fakültesi Dergisi, c. 37, sy 1, Mart 2022, ss. 129-41, doi:10.21605/cukurovaumfd.1095002.
Vancouver
1.Zülal Akbay Arama, İlknur Dalyan, Muhammed Selahaddin Akın. Comparative Safety Analyses of Slope-Shallow Foundation Interaction under Static and Dynamic Loading Conditions. Çukurova Üniversitesi Mühendislik Fakültesi Dergisi. 01 Mart 2022;37(1):129-41. doi:10.21605/cukurovaumfd.1095002