Performance of grid caisson foundation system of three-span bridge rely on sandy soil under normal fault rupture
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://link.springer.com/content/pdf/10.1007/s12517-021-08365-9.pdf
Reference41 articles.
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3. Anastasopoulos I, Gazetas G, Bransby MF, Davies MCR, El Nahas A (2007) Fault rupture propagation through sand: finite-element analysis and validation through centrifuge experiments. J Geotech Geoenviron 133(8):943–958. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:8(943)
4. Anastasopoulos I, Gazetas G, Drosos V, Georgarakos T, Kourkoulis R (2008) Design of bridges against large tectonic deformation. Earthq Eng Eng Vib 7(4):345–368. https://doi.org/10.1007/s11803-008-1001-x
5. Bagheri M, Jamkhaneh ME, Samali B (2018) Effect of seismic soil–pile–structure interaction on mid-and high-rise steel buildings resting on a group of pile foundations. Int J Geomech 18(9):04018103. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001222
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