확률론적 방법에 의한 인천송도지반 압밀침하량의 공간적 분포 평가Evaluation of Spatial Distribution of Consolidation Settlement of Songdo Marine Clay by Probabilistic Method
- Other Titles
- Evaluation of Spatial Distribution of Consolidation Settlement of Songdo Marine Clay by Probabilistic Method
- Authors
- 김동휘; 최영민; 이우진
- Issue Date
- 2010
- Publisher
- 한국지반공학회
- Keywords
- Consolidation settlement; Consolidation rate; Kriging; Probabilistic method; Variogram
- Citation
- 한국지반공학회논문집, v.26, no.9, pp.15 - 24
- Indexed
- KCI
- Journal Title
- 한국지반공학회논문집
- Volume
- 26
- Number
- 9
- Start Page
- 15
- End Page
- 24
- URI
- https://scholar.korea.ac.kr/handle/2021.sw.korea/118233
- ISSN
- 1229-2427
- Abstract
- Because the thickness and depth of consolidation layer vary at every location, the consolidation settlement and time have to be evaluated spatially. Also, for a rational evaluation of the uncertainty of the spatial distribution of consolidation settlement and time, it is necessary to adopt a probabilistic method. In this study, mean and standard deviation of consolidation settlement and time of whole analysis region are evaluated by using the spatial distribution of consolidation layer which is estimated from ordinary kriging and statistics of soil properties. Using these results and probabilistic method, the area that needs adopting the prefabricated vertical drain as well as raising the ground level for balancing the final design ground level is determined. It is observed that such areas are influenced by the variability of soil properties. The design procedure and method presented in this paper can be used in the decision making process for a geotechnical engineering design.
- Files in This Item
- There are no files associated with this item.
- Appears in
Collections - College of Engineering > School of Civil, Environmental and Architectural Engineering > 1. Journal Articles
![qrcode](https://api.qrserver.com/v1/create-qr-code/?size=55x55&data=https://scholar.korea.ac.kr/handle/2021.sw.korea/118233)
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.