한국지반공학회논문집 (Journal of the Korean Geotechnical Society)

  • 제21권10호
  • /
  • Pages.99-112
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  • 2005
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  • 1229-2427(pISSN)
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  • 2288-646X(eISSN)
한국지반공학회 (Korean Geotechnical Society)
권호 표지

지보굴착에 따르는 인접건물의 손상위험도 평가사례: 설계단계

A Case Study of Building Damage Risk Assessment Due to the Strutted Excavation: Design Aspects

  • 이선재 (삼성물산건설부문 토목기술팀) ;
  • 송태원 (삼성물산건설부문 KPE C423) ;
  • 이윤상 (삼성물산건설부문 KPE C423) ;
  • 송영한 (삼성물산건설부문 KPE C423) ;
  • 김재권 (삼성물산건설부문 토목기술팀)
  • 발행 : 2005.12.01
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⟨ 이전 논문 다음 논문 ⟩

초록

도심지에서의 지반굴착은 배면지반의 변위와 그에 따르는 건물의 손상을 유발시킨다. 굴착에 의한 지반변위의 예측과 굴착면 주변에 위치한 건물의 손상 위험도 평가는 설계단계에서 필수적인 요소이다. 본 논문에서는 기존의 굴착에 의한 지반변위 예측기법인 Peck의 방법과 Bowles의 방법을 조합하여 지보굴착에 따르는 배면지반 변위예측방법을 제안하였다. 또한, 배면지반의 Green-field 뒤틈각과 수평변형률을 이용한 인접건물 손상위험도 평가기법을 제안하였다. 이 기법은 싱가폴에서 시공중인 대규모 지반굴착공사의 설계에 성공적으로 적용되었다.

The ground excavation in the urban area induces in general ground movement and subsequent damage on the adjacent building structures. So the essentials in the designing stage are the prediction of ground movement induced by the ground excavation and the damage risk assessment of buildings adjacent to the excavation. A propsed prediction method of the ground movement induced by the strutted excavation has been studied with due consideration of the existing ground movement prediction methods. A building damage risk assessment method based on the angular distortion and the horizontal strain derived from the green-field ground movement is also proposed. These methods have been applied successfully in the on-going deep excavation project in Singapore.

키워드

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