한국지반신소재학회논문집 (Journal of the Korean Geosynthetics Society)

  • 제20권4호
  • /
  • Pages.53-62
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  • 2021
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  • 2508-2876(pISSN)
  • /
  • 2287-9528(eISSN)
한국지반신소재학회 (Korean Geosynthetics Society)
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현장시험을 통한 인발하중이 지배적인 원형기초의 거동 특성 연구

A Study on the Behavioral Characteristics of a Circular Foundation Dominated by Pull-Out Load through Field Test

  • Shin, Kyung-Ha (School of Civil Engineering, Sang-Ji Univ.) ;
  • Lee, Seung-Ho (School of Civil Engineering, Sang-Ji Univ.) ;
  • Lee, Dong-hyuk (Dept. of Civil and Environmental Engineering, Hanyang University) ;
  • Park, Du-hee (Dept. of Civil and Environmental Engineering, Hanyang University)
  • 투고 : 2021.10.12
  • 심사 : 2021.12.02
  • 발행 : 2021.12.31
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초록

최근 국내에서 활발히 적용되고 있는 LRFD 설계법의 합리적인 적용을 위하여 상대적으로 사례가 부족한 인발하중 및 수평하중의 연구를 위하여 사회적으로 중요한 구조물인 송전철탑의 기초 형태를 바탕으로 한 원형기초를 풍화토 단일지층과 풍화토, 풍화암, 연암으로 구성된 혼합지층에서의 현장실증시험을 수행하여 인발하중 및 수평하중에 대한 각 지층의 저항성 분석을 통해 설계에 영향을 미칠 수 있는 인자에 대하여 연구하였다.

For the rational application of LRFD, which is actively applied in Korea, for the study of the pull-out load and the horizontal load, which are insufficient examples, a circular foundation based on the transmission tower foundation, which is a socially important structure, through field tests in single and mixed layer. Factors that can affect the design were studied by analyzing the resistance of each stratum to pull-out and horizontal loads.

키워드

참고문헌

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