Show simple item record

dc.contributor.authorWei Gao
dc.date.accessioned2017-12-30T13:05:04Z
dc.date.available2017-12-30T13:05:04Z
dc.date.issued2016
dc.identifier.other%28ASCE%29CP.1943-5487.0000475.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245451
dc.description.abstractDetermining the noncircular critical slip surface is the key problem in slope stability analysis. Essentially, this problem is a path search, and therefore, ant colony optimization is an extremely suitable method to use to obtain a solution. To overcome the shortcomings of ant colony optimization, using the principle of searching an entire road by forward and reverse searches of ants, a new algorithm, meeting ant colony optimization, is proposed. Then, combined with typical mature limit equilibrium analysis (Spencer method), meeting ant colony optimization is used to locate the critical slip surface of a slope. Through two typical examples the effectiveness of the new algorithm is verified. The results show that for both the entire search scope and the search scope from one point, the meeting ant colony optimization performs better than ant colony optimization, which shows that in searching for the critical slip surface of a slope, meeting ant colony optimization provides better solution diversity. Using meeting ant colony optimization, the critical slip surface of a slope can be located in a larger scope and more rapidly than by ant colony optimization.
dc.publisherAmerican Society of Civil Engineers
dc.titleDetermination of the Noncircular Critical Slip Surface in Slope Stability Analysis by Meeting Ant Colony Optimization
dc.typeJournal Paper
dc.journal.volume30
dc.journal.issue2
dc.journal.titleJournal of Computing in Civil Engineering
dc.identifier.doi10.1061/(ASCE)CP.1943-5487.0000475
dc.page06015001
dc.treeJournal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 002
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record