RISS 학술연구정보서비스

검색

인기 검색어

    다국어 입력

    http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.

    변환된 중국어를 복사하여 사용하시면 됩니다.

    예시)
    • 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
    • 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
    닫기

    통계 관리도기법을 이용한 터널 변위수렴 및 장기거동 분석시스템 개발 = Development of Tunnel Displacement Analysis System with Statistical Control Chart Method

    한글로보기

    https://www.riss.kr/link?id=T11932988

    • 0

      상세조회
    • 0

      다운로드
    서지정보 열기
    • 내보내기
    • 내책장담기
    • 공유하기
    • 오류접수
    인용문이 복사되었습니다.

    부가정보

    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    During the excavation, the tunnel measurement provides important information for the ground stability evaluation. The tunnel stability evaluation uses tunnel measurements of the displacement and displacement rates before the stabilization. Precise prediction of the stabilization time would reduce the time of constructional processes conducted after the stabilization and hence eventually save the constructional cost. However, the point of displacement convergence has been estimated, without any certain standard, by engineering judgement of the tunnel geologist differently site to site. This study, therefore, has developed a tunnel displacement analysis system in aid of a statistical control chart method for quantitative judgements of displacement stabilization point and analysis the behavioral characteristics of subtle displacement after convergence. MR and CUMSUM control charts were used to judge the point of convergence and to analysis a long-term displacement, respectively.
    In order to identify the applicability of the displacement analysis system developed through this study, displacement data from constructing tunnels were used, and the result showed that the displacement analysis method with MR control chart is able to judge the point of tunnel displacement conversion earlier than ordinary displacement analysis methods. The displacement analysis system with CUSUM control chart makes it possible to identify any possible changes in a long-term displacement pattern after convergence and zones of abnormal displacement.
    번역하기

    During the excavation, the tunnel measurement provides important information for the ground stability evaluation. The tunnel stability evaluation uses tunnel measurements of the displacement and displacement rates before the stabilization. Precise pre...

    During the excavation, the tunnel measurement provides important information for the ground stability evaluation. The tunnel stability evaluation uses tunnel measurements of the displacement and displacement rates before the stabilization. Precise prediction of the stabilization time would reduce the time of constructional processes conducted after the stabilization and hence eventually save the constructional cost. However, the point of displacement convergence has been estimated, without any certain standard, by engineering judgement of the tunnel geologist differently site to site. This study, therefore, has developed a tunnel displacement analysis system in aid of a statistical control chart method for quantitative judgements of displacement stabilization point and analysis the behavioral characteristics of subtle displacement after convergence. MR and CUMSUM control charts were used to judge the point of convergence and to analysis a long-term displacement, respectively.
    In order to identify the applicability of the displacement analysis system developed through this study, displacement data from constructing tunnels were used, and the result showed that the displacement analysis method with MR control chart is able to judge the point of tunnel displacement conversion earlier than ordinary displacement analysis methods. The displacement analysis system with CUSUM control chart makes it possible to identify any possible changes in a long-term displacement pattern after convergence and zones of abnormal displacement.

    더보기

    목차 (Table of Contents)

    • Ⅰ. 서 론 1
    • Ⅱ. 현장 암반 평가 4
    • 1. 연구지역 개요 4
    • 2. 대상터널 암반평가 6
    • Ⅰ. 서 론 1
    • Ⅱ. 현장 암반 평가 4
    • 1. 연구지역 개요 4
    • 2. 대상터널 암반평가 6
    • Ⅲ. 통계 관리도 이론 11
    • 1. 관리도 개요 11
    • 2. 이동범위(MR) 관리도 15
    • 3. 누적합(CUSUM) 관리도 17
    • 4. 기타 관리도 19
    • Ⅳ. 관리도 작성 방법 및 판정 21
    • 1. 이동범위(MR) 관리도의 설계 및 판정 21
    • 2. 누적합(CUSUM) 관리도의 설계 및 판정 24
    • Ⅴ. 계측변위 분석 시스템 개발 28
    • 1. 개발 목적 28
    • 2. 설계 28
    • (1) 설계과정 28
    • (2) 계측변위 분석 시스템 설계안 30
    • 3. 계측변위 분석 시스템의 코딩 34
    • (1) 적용언어 및 이론 34
    • (2) 계측변위 분석 시스템의 주요기능 35
    • Ⅵ. 현장 계측데이터의 적용 42
    • 1. OO터널의 이동범위(MR) 관리도 작성 42
    • 2. OO터널의 누적합(CUSUM) 관리도 작성 47
    • Ⅶ. 결과 분석 51
    • 1. 변위수렴 분석 51
    • 2. 암종별 변위수렴 거리 비교 56
    • 3. 장기거동 분석 62
    • Ⅳ. 결 론 64
    • 참고문헌 66
    더보기

    분석정보

    View

    상세정보조회

    0

    Usage

    원문다운로드

    0

    대출신청

    0

    복사신청

    0

    EDDS신청

    0

    동일 주제 내 활용도 TOP

    더보기

    주제

    연도별 연구동향

    연도별 활용동향

    연관논문

    연구자 네트워크맵

    공동연구자 (7)

    유사연구자 (20) 활용도상위20명

    이 자료와 함께 이용한 RISS 자료

    나만을 위한 추천자료

    해외이동버튼