Geosynthetics Engineering Journal
Online ISSN : 1883-146X
Print ISSN : 1344-6193
ISSN-L : 1344-6193
Technical papers
QUALITY MANAGEMENT SYSTEM OF GEOTEXTILE-REINFORCED SOIL WALL BASED ON PULLOUT RESISTANCE OF REINFORCEMENT
Yuki MINABETakayuki KAWAGUCHI Kenji ADACHIRyoko IWASAKITakahiro KUDO
Author information
JOURNAL FREE ACCESS

2023 Volume 38 Pages 48-55

Details
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.
Content from these authors
Previous article Next article
feedback
Top