한국해양대학교

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연약지반에서 지하공동 굴착시 지반침하에 관한 연구

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dc.contributor.author 김기호 -
dc.date.accessioned 2017-02-22T06:43:33Z -
dc.date.available 2017-02-22T06:43:33Z -
dc.date.issued 2015 -
dc.date.submitted 57071-01-11 -
dc.identifier.uri http://kmou.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000002175493 ko_KR
dc.identifier.uri http://repository.kmou.ac.kr/handle/2014.oak/9724 -
dc.description.abstract Excavation of underground space in soft ground implicate to the structure, such as subsidence. As a result, it has been acting as a serious risk to the stability of the roads and facilities. Therefore, in order to stabilize the soil stabilization and reinforcement of the structure, we have been using a number of methods and injecting material. In this study, we compared and analyzed the amount of subsidence regarding the ground reinforcement during underground excavation in soft ground by performing model test. And three-dimensional numerical analysis was performed using FLAC 3D. The subsidence was simulated numerically according to the tunnel excavation. The subsidence results of the model tests and numerical analyzes were relatively consistent. Thus comparing the ground subsidence by varying the reinforcement area on the numerical analysis was analyzed. As a results, three-dimensional numerical simulation could be regarded to simulate better on the ground subsidence by various kinds of underground excavation and it can be used as a material of subsidence prevention methods. -
dc.description.tableofcontents 1. 서 론 1.1 연구배경 ····································································································· 1 1.2 국내외 지반침하 관련 연구동향 ··························································· 2 2. 기본 이론 2.1 지반침하 ····································································································· 4 2.2 지반침하의 매커니즘 분석 ····································································· 5 2.2.1 수치해석에 의한 침하영향 분석 ················································· 5 2.3 지반보강을 위한 주입공법 ····································································· 6 2.4 에폭시 수지의 조성 및 특성 ································································· 7 3. 실내 모형 실험 3.1 실험 방법 및 내용 ··················································································· 8 3.1.1 모형 토조 및 모형 지반 제작 ····················································· 8 3.1.2 모형 터널 설계 ············································································· 10 3.1.3 지반 보강을 위한 주입장치 및 주입재 ································· 12 3.2 모형 실험 과정 및 실험 결과 ····························································· 14 4. 수치해석법 4.1 수치해석법의 종류 및 특징 ···························································· 25 4.1.1 유한차분법 ·············································································· 27 4.1.2 FLAC ·························································································· 28 4.1.3 FLAC의 흐름도 ········································································ 29 4.2 모델링 개요 ························································································ 31 4.3 해석 결과 ···························································································· 35 4.4 보강범위를 달리한 수치해석 결과 ················································ 45 4.5 현장자료를 적용한 수치해석 ·························································· 52 5. 결론 ············································································································· 58 참고문헌 ·········································································································· 60 -
dc.language kor -
dc.publisher 한국해양대학교 대학원 -
dc.title 연약지반에서 지하공동 굴착시 지반침하에 관한 연구 -
dc.title.alternative A Study on the Settlement of Underground Excavation -
dc.type Thesis -
dc.date.awarded 2015-08 -
dc.contributor.alternativeName Kim -
dc.contributor.alternativeName Ki Ho -
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해양에너지자원공학과 > Thesis
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