Geotechnical observations from the 2023 Kahramanmaraş EEFIT reconnaissance mission
Author:
Affiliation:
1. University of Oxford
2. University of Bristol
3. ARUP
4. AECOM
5. University of Cambridge
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/44/10_v10.OS-33-03/_pdf
Reference7 articles.
1. 1) Adamidis, O., & Madabhushi, S. P. G. (2018). Deformation mechanisms under shallow foundations on liquefiable layers of varying thickness. Géotechnique, 68(7), 602–613. https://doi.org/10.1680/jgeot.17.P.067
2. 2) Agalianos, A., Korre, E., Abdoun, T., & Anastasopoulos, I. (2023). Surface foundation subjected to strike-slip faulting on dense sand: centrifuge testing versus numerical analysis. Géotechnique, 73(2), 165–182. https://doi.org/10.1680/jgeot.21.00083
3. 3) Aktas et al. (2023). Hybrid EEFIT mission to February 2023 Kahramanmaraş earthquake sequence, SECED, Cambr. UK.
4. 4) Kassas, K., Adamidis, O., & Anastasopoulos, I. (2022). Structure–soil–structure interaction (SSSI) of adjacent buildings with shallow foundations on liquefiable soil. Earthquake Engineering and Structural Dynamics, May 2021, 1–20. https://doi.org/10.1002/eqe.3665
5. 5) Knappett, J.A. & Madabhushi, S.P.G., (2009), Seismic bearing capacity of piles in liquefiable soils, Soils & Foundations, Vol. 49, No.4., pp 525-536. https://doi.org/10.3208/sandf.49.525
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