Evaluation of Effect for Connector System in Reinforced Earth Retaining Wall

보강토 옹벽에서 연결시스템의 영향성 평가

  • Lee, Jun-Dae (Department of Civil Engineering, Semyung University) ;
  • Heo, Yol (Department of Civil Engineering, Chungbuk National University) ;
  • Ahn, Kwang-Kuk (Department of Civil Engineering, Chungbuk National University) ;
  • Lee, Yong-Jun (POSCO E&C Co. Ltd)
  • Published : 2006.08.31

Abstract

In this study, in order to evaluate the effect of two types of connector systems in reinforced retaining wall, the centrifugal tests for the conventional connector and new settlement connector system were performed. In the centrifugal tests, the aluminum plate for the face was used and the aluminum foil was used as a reinforcement. The granite soil was adopted as a fill. As a result, The settlement reinforced retaining wall reached to the failure at 80g-level. In contrast, the conventional reinforced retaining wall was collapsed at 69g-level. It means that the settlement reinforced retaining wall has the stronger stability than the conventional reinforced retaining wall. In addition, it was shown that the settlement connector system is more effective to release the stress concentration occurred at the face of reinforced retaining wall than the conventional connector system.

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