Abstract
In this study, we applied the research findings related to mulch-anchored reinforced soil walls and investigated a method to directly measure the pullout resistance of reinforcement during and after construction of geotextile-reinforced soil walls. As a result, by installing small L-shaped retaining walls made of concrete and pullout test rods that can connect geogrid pieces within the reinforced soil wall, it became possible to measure the pullout resistance of the reinforcement in reinforced soil walls covered with inclined steel-framed facing during and after construction, allowing for a comparison with the design values.