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土留假施設 構造物의 掘鑿段階에 따른 變形豫測 및 現場計測 원문보기

  • 저자

    이종식

  • 학위수여기관

    昌原大學校

  • 학위구분

    국내석사

  • 학과

    土木工學科

  • 지도교수

  • 발행년도

    2002

  • 총페이지

    ii, 55장.[33장.]

  • 키워드

  • 언어

    kor

  • 원문 URL

    http://www.riss.kr/link?id=T8935951&outLink=K  

  • 초록

    This study compared theoretical, empirical and filed monitoring results in deformation of the earth retaining wall occurring in each excavation step. The following show the conclusions of this study. (1) The theoretically predicted horizontal displacement was greater than the measured value in general. (2) Empirical equations showed diverse results but the result of Pecks equation appeared to be the most similar to the measured value. (3) Application of measured values appropriately to the field requires feedback analyses, which repeatedly adjust soil parameters that were set in design.


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