과제정보
연구 과제번호 : 해안매립과 연약지반 개량을 위한 신기술 개발에 관한 연구
연구 과제 주관 기관 : (주)삼성중공업
This research is the experimental and numerical study of investigating the characteristics of consolidation due to selfweight of soft marine clay. Column tests and centrifuge tests were carried out to selfweight of soft marine clay. Column tests and centrifuge tests were carried out to simulate the selfweight consolidations in field. Tests were conducted with changing drain boundary conditions and initial void ratios corresponding to four and five times of liquid limits. The RI meter was used to measure void ratio during consolidation of sample in column tests. Test results were analyzed by using the Terzaghi's infinitesimal strain theory and the finite strain theory.
연구 과제번호 : 해안매립과 연약지반 개량을 위한 신기술 개발에 관한 연구
연구 과제 주관 기관 : (주)삼성중공업