Abstract
In the assessment of slopes, factor of safety values still remain the primary indices for determining how close or far slopes are from failure. Traditional limit-equilibrium techniques are the most commonly-used analysis methods. Recently, however, the significant computing and memory resources typically available to the geotechnical engineer, combined with low costs, have made the Finite Element Method (FEM) a powerful, viable alternative. This article used a finite element approach to analyze the response of homogeneous and layered slopes. A detailed parametric analysis was presented to study the effect of surcharge (it can be an imposition of building load… etc.) on the stability of the slope.
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Merat, S., Djerbal, L., Bahar, R. (2019). Slope Stability Analysis Under External Static Surcharge. In: Kallel, A., et al. Recent Advances in Geo-Environmental Engineering, Geomechanics and Geotechnics, and Geohazards. CAJG 2018. Advances in Science, Technology & Innovation. Springer, Cham. https://doi.org/10.1007/978-3-030-01665-4_81
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DOI: https://doi.org/10.1007/978-3-030-01665-4_81
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