2020 Volume 35 Pages 149-156
In the case of deformation of the reinforced soil wall, it was pointed out that the content of fine grains in the backfill material was high and that the backfill material was fine-grained in the survey conducted after the transformation. However, there are no cases in which the effects of the physical properties and compaction degree of the embankment material on the mechanical behavior of the reinforced soil wall were examined in a full-scale reinforced soil wall. In this study, we constructed a full-scale reinforced soil wall using three backfill materials and observed the mechanical behavior of the reinforced soil wall. As a result, the displacement of the wall panel and the tensile strain of the reinforcement were related to the amount of fine particle content.
