Comparative Safety Analyses of Slope-Shallow Foundation Interaction under Static and Dynamic Loading Conditions
Öz
Anahtar Kelimeler
Kaynakça
- 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. 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. 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. 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. Cascone, E., Casablanca, O., 2016. Static and Seismic Bearing Capacity of Shallow Strip Footings, Soil Dynamics and EarthquakeEngineering, 84(2016), 204-223.
- 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. 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. 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