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傾斜진 荷重이 作用하는 軟弱地盤의 壓密沈下量 算定에 관한 硏究 원문보기
A Study on Determination of Consolidation Settlement in Soft Ground with the Titled Load

  • 저자

    박치우

  • 학위수여기관

    昌原大學校 産業情報大學院

  • 학위구분

    국내석사

  • 학과

    토목공학과

  • 지도교수

  • 발행년도

    2003

  • 총페이지

    ii, 55p.

  • 키워드

    경사진 하중 연약지반 압밀침하량 산정;

  • 언어

    kor

  • 원문 URL

    http://www.riss.kr/link?id=T9166446&outLink=K  

  • 초록

    This study determined consolidation settlement in soft ground with the tilted load by means of Terzaghi's one-dimensional consolidation theory and FEM. It was also compared with a measure value. The conclusions are summarized in the following. 1) The consolidation settlement from Terzagh's one-dimensional consolidation theory differ considerably from the measure value, but showed almost similar to that from FEM. 2) Terzaghi's one-dimensional consolidation theory showed variable consolidation settlement according to methods to obtain △p. 3) Consolidation settlement determined by FEM turned out to better evaluate the field settlement than Terzaghi's one-dimensional consolidation theory does.


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