Critical Filling Height of Embankment over Soft Soil: A Three-Dimensional Upper-Bound Limit Analysis
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DOI: 10.3390/buildings15030395
Abstract: This paper investigates the critical filling height of embankments over soft soil using three-dimensional (3D) upper-bound limit analysis based on a rotational log-spiral failure mechanism. Soft soils are characterized by low shear strength and high… read more here.
Keywords: filling height; soft soil; critical filling; filling ... See more keywords