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Improved genetic algorithm freely searching for dangerous slip surface of slope

โœ Scribed by Wan, Wen ;Cao, Ping ;Feng, Tao ;Yuan, Hai-ping

Book ID
107506248
Publisher
Chinese Electronic Periodical Services
Year
2005
Tongue
English
Weight
358 KB
Volume
12
Category
Article
ISSN
1005-9784

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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