An efficient slope stability algorithm with physically consistent parametrisation of slip surfaces
Leonardo Maria Lalicata, Andrea Bressan, Simone Pittaluga, Lorenzo, Tamellini, Domenico Gallipoli

TL;DR
This paper introduces an optimized slope stability algorithm that uses a physically consistent parametrisation of slip surfaces, significantly reducing computation time and improving accuracy over traditional methods.
Contribution
The paper presents a novel physically based parametrisation of slip surfaces combined with a hybrid optimisation routine, enhancing efficiency and accuracy in slope stability analysis.
Findings
Computational time reduced by up to 92% compared to traditional methods.
Achieved about 5% improvement in accuracy over grid-based approaches.
Enables efficient analysis of slopes with uncertain properties.
Abstract
This paper presents an optimised algorithm implementing the method of slices for analysing the stability of slopes. The algorithm adopts an improved physically based parameterisation of slip lines according to their geometrical characteristics at the endpoints, which facilitates the identification of all viable failure mechanisms while excluding unrealistic ones. The minimisation routine combines a preliminary discrete calculation of the factor of safety over a coarse grid covering the above parameter space with a subsequent continuous exploration of the most promising region via the simplex optimisation. This reduces computational time up to about 92% compared to conventional approaches that rely on the discrete calculation of the factor of safety over a fine grid covering the entire search space. Significant savings of computational time are observed with respect to recently published…
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