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Publications by [Han J.]

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<p>Limit equilibrium (LE) methods have been commonly used to analyze stability of geosynthetic-reinforced slopes. LE methods assume a potential slip surface, the soils along this slip surface providing shear resistance, and geosynthetic reinforcement providing ...
Reference: 17th ASCE Engineering Mechanics Conference, Jine 13-16, University of Dalaware, EM2004