References
- 海岸工學 講演會 論文集 v.34 軟弱地盤 着底式 防破堤の水理特性 について 水原カ(et al.)
- 지방공학 천병식
- Principles of Foundation Engineering Braja M. das
- Advanced Soil Mechanics Braja M. das
- Foundation Analysis and Design(Fifth Edition) Joseph, E. Bowles
Journal of Ocean Engineering and Technology (한국해양공학회지)
- Volume 14 Issue 3
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- Pages.61-65
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- 2000
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- 1225-0767(pISSN)
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- 2287-6715(eISSN)
A Study on the Numerical Model for Predicting Depth of Replacement and Consolidation by Embankment on Weak Soil
항만구조물의 기초처리공법 중 수치 PROGRAM을 이용한 강제치환 예상 추정선에 관한 연구
Abstract
The estimation of soil stabilization is of great importance concerning the construction of structures on weak soil. A typical model of soil stabilization is considered as replacement, which is based on ground at failure due to direct loading on weak soil. The calculation of the line of predicting settlement was carried out using RPL and DIKE programs. The DIKE program is showing a tendency to excel totally about this embankment of the seadike. Hereafter, This program will be contributed widely to the construction of offshore structures on weak soil.
Keywords