An improvised three-dimensional slope stability analysis based on limit equilibrium method by using particle swarm optimization

The stability of slopes is a major concern in the field of geotechnical engineering. Two-dimensional (2D) limit equilibrium methods are usually implemented in this field due to their simplicity. However, these methods ignore the features of the third dimension of slopes. Although three-dimensional (...

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Bibliographic Details
Main Author: Kalatehjari, Roohollah
Format: Thesis
Published: 2013
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