دانلود 9 مقاله خارجی
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دانلود 9 مقاله خارجی
1. Bendriss, F., & Harichane, Z. (2024). Reliability-based analysis of seismic bearing capacity of shallow strip footings resting on soils with randomly varying parameters. Soils and Rocks, 47(1), 1–17
2. Foye, K. C., Salgado, R., & Scott, B. (2006). Assessment of variable uncertainties for reliability-based design of foundations. Journal of Geotechnical and Geoenvironmental Engineering, 132(9), 1197-1207.
3. Machová, E., et al. (2024). Lateral loaded pile reliability analysis using the random set method. Buildings, 15(6), 882
4. Payan, M., et al. (2024). Probabilistic assessment of bearing capacity of strip footings seated on heterogeneous slopes using finite element limit analysis and response surface method. Civil Engineering Infrastructures Journal, 57(1), 211–222
5. Saec, Y., et al. (2024). Uncertainty analysis of axial pile capacity in layered soils by piezocone penetration test. Frontiers in Built Environment, 10(1), 270–323
6. Srivastava, A., & Babu, G. S. (2009). Effect of soil variability on the bearing capacity of clay and in slope stability problems. Engineering Geology, 108(1-2), 142-152.
7. Strahler, A. W., & Stuedlein, A. W. (2014). Accuracy, uncertainty, and reliability of the bearing-capacity equation for shallow foundations on saturated clay. In *Geo-Congress 2014: Geo-characterization and Modeling for Sustainability* (pp. 3262-3273).
8. Tan, X., et al. (2024). Analysis of the vertical bearing capacity of pile foundations in backfill soil areas based on non-stationary random field. Buildings, 15(8), 1314
9. Viviescas, J. C., Mattos, Á. J., & Osorio, J. P. (2021). Uncertainty quantification in the bearing capacity estimation for shallow foundations in sandy soils. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 15(3), 182-195.
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