한국지반환경공학회 논문집 (Journal of the Korean GEO-environmental Society)

  • 제17권4호
  • /
  • Pages.5-15
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  • 2016
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  • 1598-0820(pISSN)
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  • 2714-1233(eISSN)
한국지반환경공학회 (Korean Geo-Environmental Society)
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현장시험과 수치해석을 통한 수평지반반력계수 산정에 관한 연구

A Study on Evaluation of Modulus of Horizontal Subgrade Reaction through Field Test and Numerical Analysis

  • Kang, Byungyun (Department of Civil Engineering, Chungbuk National University) ;
  • Park, Minchul (Korea Institute of Construction Information) ;
  • Lee, Sihyung (Korea Institute of Construction Information) ;
  • Jang, Kisoo (Korea Infrastructure Safety and Technology Corporation) ;
  • Koo, Jagap (Department of Civil, Safety & Environmental Engineering, Hankyong National University) ;
  • Park, Kyunghan (Korea Infrastructure Safety and Technology Corporation)
  • 투고 : 2015.10.01
  • 심사 : 2016.03.21
  • 발행 : 2016.04.01
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초록

흙막이 현장에서 안정성 및 경제적 시공이 이루어지기 위해서는 굴착단계별 토질특성을 반영한 정량적인 정수들이 실제 현장과 일치되어야 한다. 그중 흙막이 설계 시 가장 중요한 매개 변수인 변형계수 및 수평지반반력계수는 현장여건에 따라 표준관입시험의 N값으로 산출하는 것이 일반화되어 있다. 따라서 본 연구에서는 기존의 일반화된 흙막이 설계법의 모순을 극복하고, 실제 현장에 부합하는 수평지반반력계수 산정을 위하여 표준관입시험, 평판재하시험 및 공내재하시험을 실시하고 상호관계성을 비교 분석하였다. 또한, 현장의 실제 계측데이터를 통한 유한요소해석법과 탄소성해석법의 역해석을 통하여 수평지반반력계수와 굴착에 따른 저감계수를 추정하였으며, 궁극적으로 중 소형 및 일반현장에서도 흙막이 벽체 설계 시 합리적인 설계적용을 위한 정수의 오류를 줄이고자 한다.

For achieving stability and economic construction at a retaining wall construction site, quantitative parameters of soil properties with excavation steps coincides with the actual field site. The main parameters of retaining wall design such as deformation modulus and modulus of horizontal subgrade reaction are common with N value of standard penetration test. Therefore, this study is compared and analyzed about the mutual relationship which is SPT, PBT and PMT for overcoming inconsistency of the existing retaining wall design generalized. In addition, modulus of horizontal subgrade reaction and reduction factor with excavation steps are proposed through back analysis of elasto-plasticity and finite element method with actual field monitoring data. Finally, it is purpose that parameter errors are reduced for applying effective retaining wall design at a construction small and medium-sized.

키워드

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피인용 문헌

  1. Evaluation of Passive Soil Stiffness for the Development of Integral Abutments for Railways vol.20, pp.4, 2016, https://doi.org/10.9798/kosham.2020.20.4.13