Large deformation assessment of the bearing capacity factor for rigid footing: effect of soil heterogeneity
Author:
Funder
Natural Science Foundation of China
Fundamental Research Funds for the Central Universities
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40571-024-00763-6.pdf
Reference66 articles.
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3. Bandara S, Ferrari A, Laloui L (2016) Modelling landslides in unsaturated slopes subjected to rainfall infiltration using material point method. Int J Numer Anal Methods Geomech 40(9):1358–1380
4. Bardenhagen S, Kober E (2004) The generalized interpolation material point method. Comput Model Eng Sci 5(6):477–496
5. Cho S, Park H (2010) Effect of spatial variability of cross-correlated soil properties on bearing capacity of strip footing. Int J Numer Anal Methods Geomech 34(1):1–26
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