Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2010.09b
- /
- Pages.3-12
- /
- 2010
Development of a numerical model for 2-D axisymmetric non-linear finite strain consolidation considering self-weight consolidation of dredged soil-
준설매립지반의 자중압밀을 고려한 2차원 축대칭 비선형 유한변형 압밀 수치해석 모델 개발
- Kwak, Tae-Hoon (School of Civil, Environ & Architect. Engineering, Korea University) ;
- Yoon, Sang-Bong (School of Civil, Environ & Architect. Engineering, Korea University) ;
- An, Yong-Hoon (Kunhwa Consulting & Engineering Co., Ltd.) ;
- Choi, Eun-Seok (SD Eng.) ;
-
Choi, Hang-Seok
(School of Civil, Environ & Architect. Engineering, Korea University)
- 곽태훈 (고려대학교 건축.사회환경공학부) ;
- 윤상봉 (고려대학교 건축.사회환경공학부) ;
- 안용훈 ((주)건화) ;
- 최은석 ((주)에스디이엔지) ;
-
최항석
(고려대학교 건축.사회환경공학부)
- Published : 2010.09.09
Abstract
Vertical drains have been commonly used to increase the rate of the consolidation of dredged material. The installation of vertical drains additionally provides a radial flow path in the dredged foundation. The objective of this study develops a numerical model for 2-D axisymmetric non-linear finite strain consolidation considering self-weight consolidation to predict the effect of vertical drain in dredged foundation which is in process of self-weight consolidation. The non-linear relationship between the void ratio and effective stress and permeability during consolidation are taken into account in the numerical model. The results of the numerical analysis are compared with that of the self-weight consolidation test in which an artificial vertical drain is installed. In addition, the numerical model developed in this paper is the simplified analytical method proposed by Ahn et, al (2010). The comparisons show that the developed numerical model can properly simulate the consolidation of the dredged material with the vertical drains installed.