Cite
HARVARD Citation
Li, J. et al. (2022). An extended Prandtl solution for analytical modelling of the bearing capacity of a shallow foundation on a spatially variable undrained clay. Géotechnique. 72 (9), pp. 800-809. [Online].
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Li, J. et al. (2022). An extended Prandtl solution for analytical modelling of the bearing capacity of a shallow foundation on a spatially variable undrained clay. Géotechnique. 72 (9), pp. 800-809. [Online].