Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2006.03a
- /
- Pages.1348-1357
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- 2006
A study on the liquefaction analysis using the large deformation theory
대변형 이론을 이용한 액상화 해석에 관한 연구
- Moon, Yong (Civil Eng. Tech. Team, SAMSUNG Corporation) ;
- Lee, Kang-Il (Dept. of Civil Engineering, DAEJIN University) ;
- Kim, Tae-Hoon (Institute of Construction Technology, Daewoo E&C) ;
-
Im, Eun-Sang
(KIWE, KOWACO)
;
- Lee, Yong-Hee (JeonJu Power Transmission District Office, KEPCO)
- 문용 (삼성물산 건설부문 토목기술팀) ;
- 이강일 (대진대학교 건설시스템공학과) ;
- 김태훈 (대우건설 기술연구소) ;
-
임은상
(수자원공사 수자원연구원)
;
- 이용희 (한국전력공사 전주전력관리처)
- Published : 2006.03.24
Abstract
For the rational aseismatic design of a structure constructed on the ground which has weakness for liquefaction or flow, it is necessary to predict ground deformation as well as force acting on the ground. In general, the prediction of liquefaction is based on solid mechanics while the prediction of flow is basis of fluid mechanics. Since liquefaction and flow occur continuously, unified analysis methods have been developed. Among of them is Rue-elasto plastic model that is based on small deformation theory. This methods, however, is not adequate for such a large deformable ground condition. In this paper, a large deformaion theory using the finite deformation theory proposed by Dietal and the updated lagrangian method is presented. In addition, the applicability of the theory is verified by 1-d consolidation analysis and flow tests.