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Numerical Analysis of Back Berm on Road Engineering with FEM
Abstract:
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.
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1087-1090
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Online since:
August 2013
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© 2013 Trans Tech Publications Ltd. All Rights Reserved
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