| Autor: |
Liu, Jie Qun, Wang, Dong Lin |
| Zdroj: |
Advanced Materials Research; August 2013, Vol. 748 Issue: 1 p1087-1090, 4p |
| Abstrakt: |
Based on nonlinear finite element method (FEM), the effect of back berm has been systematically studied. It is found that the lateral displacement of embankment could be reduced by back berm effectively, and the stability of embankment increased rapidly with the width of back berm enlarged. There is a critical value of width of back berm, that the stability of embankment is no more increased with the width of back berm enlarged than critical value. |
| Databáze: |
Supplemental Index |
| Externí odkaz: |
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