Figure 13
Comparison of analytical method and FEM for the settlement and geogrid stress: (a) effect of embankment height (s = 2·5 m, total stiffness = 1·5 MN/m) and (b) effect of pile spacing (he = 6 m, total stiffness = 1·5 MN/m)
Comparison of analytical method and FEM for the settlement and geogrid stress: (a) effect of embankment height (s = 2·5 m, total stiffness = 1·5 MN/m) and (b) effect of pile spacing (he = 6 m, total stiffness = 1·5 MN/m)