Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2010.09a
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- Pages.1008-1014
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- 2010
Long-term Consolidation Characteristics and Applicability of Soft Clayey Ground Using Elasto-Viscous Consolidation Theory
탄-점성 압밀이론을 이용한 점성토 지반의 장기압밀 특성 및 적용성
- Baek, Won-Jin (Dept. of Rural & Bio-Systems Engineering, Chonnam National University) ;
- Lee, Kang-Il (Seojung Engineering Co., LTD.) ;
- Ha, Seong-Ho (Daejin University) ;
- Kim, Jin-Young (Chonnam National University) ;
- An, Tae-Hwan (Chonnam National University)
- 백원진 (전남대학교 지역.바이오시스템공학과) ;
- 이강일 ((주) 서정엔지니어링) ;
- 하성호 (대진대학교 건설시스템공학과) ;
- 김진영 (전남대학교 지역 바이오시스템공학과) ;
- 안태환 (전남대학교 지역.바이오시스템공학과)
- Published : 2010.09.09
Abstract
When the industrial complex creation and the structures are constructed on the soft clayey ground, the long-term consolidation settlement greatly becomes a problem. In the present study, long-term consolidation tests to examine the change in the coefficient of secondary consolidation by the influence of the initial consolidation load and the influence of the consolidation load increment ratio(
Keywords
- long-term consolidation;
- soft clay;
- elasto-viscous model;
- secondary consolidation;
- finite difference method