A Study on the Numerical Model for Predicting Depth of Replacement and Consolidation by Embankment on Weak Soil

J. Ocean Eng. Technol. 2000;14(3):61-65.

항만구조물의 기초처리공법 중 수치 PROGRAM을 이용한 강제치환 예상 추정선에 관한 연구

이상화,이영재

동아대학교 토목공학과,동아대학교 토목공학과

Keywords: Heave, Replacement, Fill load, Bearing power of ground, Settleent, Consolidation, A line of fill replacement

핵심용어: 융기, 강제치환, 성토하중, 지반지지력, 침하, 압밀, 강제침하여성선

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.