자중과 점성을 고려한 수치해석기법에 의한 압밀 특성 분석
- Title
- 자중과 점성을 고려한 수치해석기법에 의한 압밀 특성 분석
- Other Titles
- The Numerical Analysis of Consolidation Characteristics Considering Self-Weight and Creep
- Author
- 김수삼
- Keywords
- self-weight; creep; incremental ratio of loading; loading time; primary consolidation; secondary consolidation
- Issue Date
- 2003-09
- Publisher
- 대한토목학회
- Citation
- 대한토목학회논문집, v. 23, no. 5C, page. 265-271
- Abstract
- In general, there have been limitations on the prediction of consolidation settlement of soft ground containing clayey soils due to their characteristics of stress conditions. This paper describes the influence of self-weight and creep on consolidation parameters, and the decision of consolidation constants resulted from the experimental conditions, and the consolidation characteristics under conditions of the incremental ratio of loading and loading time. As a result of this research, experimental results are quite similar to the numerically analyzed results that the isotache appear during the consolidation process, irrespective of incremental ratio of loading and loading time, and the measured results showed good agreement with simulated results.
- URI
- http://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE01223234?https://repository.hanyang.ac.kr/handle/20.500.11754/156259
- ISSN
- 1015-6348
- Appears in Collections:
- COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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