[HTML][HTML] Validation of analytical models for the design of basal reinforced piled embankments
Van Eekelen et al., 2012a, Van Eekelen et al., 2012b, 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 measurements
have been reported earlier in the literature. The new model describes arching with the
“Concentric Arching model”(CA model). This model is an extension of the single arch model …
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 measurements
have been reported earlier in the literature. The new model describes arching with the
“Concentric Arching model”(CA model). This model is an extension of the single arch model …
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