Bearing capacity assessment of a shallow foundation under cyclic inclined load in a liquefiable soil when the maximum deformation of the soil is limited: A case study
Bearing capacity assessment of a shallow foundation under cyclic inclined load in a liquefiable soil when the maximum deformation of the soil is limited: A case study
Jose Luis Pastor; Ruben Galindo Aires; Fausto Andres Molina-Gomez
21st International Conference on Soil Mechanics and Geotechnical Engineering (Vienna)
TC203
https://doi.org/10.53243/ICSMGE2026-1299
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