Simple genetic algorithm search for crit
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Ali R. Zolfaghari; Andrew C. Heath; Paul F. McCombie
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Article
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2005
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Elsevier Science
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English
โ 516 KB
Soil slope stability problems in engineering works are usually analysed using limit equilibrium methods. A number of existing methods are based on finding the critical circular failure surface for homogeneous soils, but failure surfaces tend to be non-circular for layered slopes. A simple genetic al