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Active learning of slope failure probability considering soil spatial variability by Bayesian compressive sensing and K-weighted-means clustering
ABSTRACT Assessing the reliability of multi-layered slopes that consider soil spatial variability is challenging due to highly non-stationary responses and computationally time-consuming deterministic models. The active learning reliability method, adaptive Bayesian compressive sensing and Monte Carlo simulation (ABCS-MCS), has demonstrated effectiveness for reliability analysis in highly non-stationary systems.
Numerical Investigation of Mechanical Response of Sand‐Rubber Mixture by Material Point Method
Conflicts of Interest The authors declare no conflicts of interest. References 1, , , and , “Physical and Mechanical Properties of Granulated Rubber Mixed With Granular Soils—a Literature Review,” Sustainability 13, no. 8 (2021): 4309. 2 and , “Mechanical Behavior of Waste Tire Crumbs–Sand Mixtures Determined by Triaxial Tests,” Geotechnical and Geological Engineering 35 (2017): 1793–1802.
A novel stabilized nodal integration formulation using particle finite element method for incompressible flow analysis
CONFLICT OF INTEREST STATEMENT We declare that we have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this article. REFERENCES 1, , . Level set methods and dynamic implicit surfaces. Appl Mech Rev. 2004; 57(3): B15. 2, , , , . A stabilized finite point method for analysis of fluid mechanics problems. Comput Methods Appl Mech Eng. 1996; 139(1–4): 315-346. 3, .
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