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

• 主要作者: Kalatehjari, Roohollah
• 格式: Thesis
• 语言: English
• 出版: 2013
• 主题: TA Engineering (General). Civil engineering (General); TH Building construction
• 在线阅读: http://eprints.utm.my/id/eprint/33764/5/RoohollahKalatehjariPFKA2013.pdf; http://eprints.utm.my/id/eprint/33764/; http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:69804?site_name=Restricted Repository

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 (...