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Case Study on Adequacy Evaluation of Design Standards for Reinforced Soil Retaining Wall Reinforcement

보강토 옹벽 보강재의 설계기준 적정성 평가에 대한 사례 연구

  • 신종현 (을지대학교 보건환경안전학과) ;
  • 손영현 (에스알기술(주)) ;
  • 홍성욱 (한림성심대학교 건설도시과) ;
  • 채원규 (신구대학교 스마트건설정보과) ;
  • 이명구 (을지대학교 안전공학전공)
  • Received : 2024.09.30
  • Accepted : 2024.11.10
  • Published : 2024.11.30

Abstract

In this study, we investigate the design standards for the design and construction of reinforced soil retaining wall reinforcement, evaluate the adequacy of design standards for the installation location and installation of already constructed reinforced soil retaining wall reinforcement, and determine the top 2 for the case where the structure is installed on the upper part of the reinforced soil retaining wall. We conducted an evaluation of the adequacy of design standards for the horizontal force of reinforcing materials, and by considering these results, we aim to provide useful data for the design, construction, and maintenance work of reinforced soil retaining wall reinforcements to be performed in the future.

본 연구에서는 보강토 옹벽 보강재의 설계 및 시공에 대한 설계기준에 대하여 알아보고, 기 시공된 보강토 옹벽 보강재의 설치 여부, 설치 위치에 대한 설계기준 적정성 평가 및 보강토 옹벽 상부에 구조물이 설치될 경우에 대한 최상단 2개 보강재의 수평력에 대한 설계기준 적정성 평가를 수행하였으며, 이들 결과들을 고찰함으로써 차후 수행되는 보강토 옹벽 보강재의 설계, 시공 및 유지관리 업무에 활용자료를 제공하고자 한다.

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References

  1. Gyeongnam Domin Ilbo, "Gimhae Retaining Wall Collapse caused by Construction without Drainage Measures", Reporter Jonghyun Kim, June 2021, (http://www.idomin.com/news/articleView.html?idxno=764568)
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