Searched for:
(1 - 2 of 2)
document
Van Eekelen, S.J.M. (author), Bezuijen, A. (author), Van Tol, A.F. (author)
Van Eekelen et al., 2012a, Van Eekelen et al., 2012b and Van Eekelen et al., 2013) have introduced an analytical model for the design of the geosynthetic reinforcement (GR) in a piled embankment. This paper further validates this model with measurements from seven full-scale tests and four series of scaled model experiments. Most of these...
journal article 2014
document
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