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- W2365432961 abstract "The basic principle and defects of gravity increase method were analyzed,and the correction method for the gravity increase method that used for reinforced earth retaining wall stability analysis was put forward.Its implementation steps in FLAC3D was given,and an example was analyzed.The results show that the increase of rock and soil bulk density leads to the increase of the geotechnical strength shear strength and the strength reinforcements of anti-pullout.But it is should be modified when the gravity increase method is applied to the analysis of reinforced soil retaining wall stability.Besides,the correction method is feasible and efficient." @default.
- W2365432961 created "2016-06-24" @default.
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- W2365432961 date "2012-01-01" @default.
- W2365432961 modified "2023-09-23" @default.
- W2365432961 title "Stability of reinforced soil retaining wall based on the modified gravity increase method" @default.
- W2365432961 hasPublicationYear "2012" @default.
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