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- W2267749055 abstract "In this paper, a new stability analysis model based on the limit analysis concept for nailed earth slopes is presented. A plastic deformation mechanism that satisfies the boundary velocity conditions is assumed. By equating the external rate of work to the internal rate of dissipation in an assumed velocity field, a minimum safety factor and the corresponding critical slip surface can be obtained. The proposed model can be applied to vertical as well as non-vertical slopes using the method of slices. In order to promote calculating efficiency, the developed analysis model is implemented into a computer program called SASNS. Using this program to analyse a full-scale nailed wall built in France. The results are compared with the observation. The applicability of the proposed model has been proved in this paper." @default.
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- W2267749055 date "2009-05-26" @default.
- W2267749055 modified "2023-09-23" @default.
- W2267749055 title "A Limit Analysis Method for Nailed Earth Slopes" @default.
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- W2267749055 doi "https://doi.org/10.4203/ccp.73.107" @default.
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