Soil Stability Analysis: Limit Equilibrium Methods
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Limit equilibrium methods are used for soil analysis, particularly for determining the material factor of safety. These methods analyze a finite number of potential sliding surfaces.
For each surface, equilibrium is formulated using the maximum stresses available along the sliding surface, with soil strength reduced by an unknown factor F. The value of F is obtained from the solution of the resulting equations.
In soils, commonly selected surfaces are straight lines, circles, or log spirals. In rocks, sliding is governed by weakness planes, and hence blocks or wedges with planar faces are considered.
Corrective Measures for Soil Instability
Corrective measures typically involve either reducing unfavorable actions (weight and/or water flow) or increasing... Continue reading "Soil Stability Analysis: Limit Equilibrium Methods" »