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Geosynthetic reinforced piled embankments (GRPE's) have become an increasingly popular means of constructing on unsuitable foundation soils. However the design of GRPE's is extremely complex and relies on determining the magnitude of arching in the embankment fill and the tension in a geosynthetic reinforcement layer at the base of the embankment. Several design methods are available for estimating the magnitude of arching and the tension in the geosynthetic reinforcement. Naughton (2007)doi:10.6084/m9.figshare.14645547.v1 fatcat:n25dz5nfjbcmbna3gdwnvv26sq