In the paper Sweden slice method is employed to carry on pavement foundation stability analysis of Anhui Bozhou-fuyang expressway. The program named expressway slope stability analysis program is compiled with Visual Basic (VB) language based on the practice conditions of the expressway, and then the safety stability coefficients of the pavement foundation in various working conditions are obtained by the program. The results show that the program established here can be used to carry on highway pavement foundation stability analysis easily and precisely and Bozhou-fuyang expressway pavement foundation is safe.
Research on Pavement Foundation Stability of Anhui Bozhou-Fuyang Expressway
GeoHunan International Conference 2011 ; 2011 ; Hunan, China
2011-05-16
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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