초록
본 연구는 고함수비의 액상준설토의 체적변화 및 퇴적특성을 파악하기 위해 일련의 실린더침강시험, 침투압밀시험과 2차원퇴적모형실험이 실시되었다. 그리고 실험결과는 실제 준설매립현장의 퇴적상태와 비교됨으로써 설계시에 필요한 침강에 의한 체적변화량을 구할 수 있도록 하였으며, 퇴적후의 세립토의 분포와 함수비 변화 등이 함에 조사되었다. 따라서 1차원 침강시는 실질토량이 증가 할 수록 퇴적고는 선형적으로 증가하며, 자중압밀개시시 및 완료시의 계면고도 또한 실질토량에 비례하여 증가되고 있다. 한편 2차원 퇴적모형실험에 의해 함수비의 분포와 세립토의 퇴적상태를 제시하였으며, 퇴적층의 함수비는 #200체의 통과량에 따라 다르며 최소 30%에서 최대 180%까지 폭넓게 분포되고 있다.
A series of one-dimensional cylinder sedimentation test, seepage consolidation test and two-dimensional deposition model test were conducted to examine the characteristics of deposition and volume change of dredged soils containing the high water content, and these experimental results were compared with the sedimentary conditions of actual dredged-reclaimed fields to obtain the relations of a volume change by settling what is required for design. In addition, the change of water content and the distribution of fine grained soils after sedimentation were investigated. Thus, it was concluded that deposition height increased lineary as substantial soil volume increased, and also the elevation of interface increasea proportionately at both the starting time and the finishing time of virtual self-weight consolidation in one-dimensional sedimentation. Furthermore, the two-dimensional model test results were shown to describe the plain distribution of water content and fine grained silt where dredged soil was deposited by two dimensional flowing, and the water content was distributed to wide range from the minimum water content 30% to maximum 180% according to the passed amount of №200 sieve percentage.
