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Van Eekelen, S.J.M. (author), Bezuijen, A. (author), Van Tol, A.F. (author)
Most analytical models for the design of piled embankments or load transfer platforms with geosynthetic reinforcement (GR) include two calculation steps. Step 1 calculates the arching behaviour in the fill and step 2 the load-deflection behaviour of the GR. A calculation method for step 2 based on the results of model tests has been published by...
journal article 2013