• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1693-1706
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• 2008

It is of importance to determine the zero effective stress void ratio($e_{00}$), which is the void ratio at effective stress equal to zero, and the relationships of void ratio-effective stress and of void ratio-hydraulic conductivity for characterizing non-liner finite strain consolidation behavior for ultra-soft dredged materials. The zero effective stress void ratio means a transitional status from sedimentation to self-weight consolidation of very soft soil deposits, and acts as a starting point for self-weight consolidation in the non-linear finite strain numerical analysis such as PSDDF. In this paper, a new method for determining the zero effective stress void ratio has been introduced with the aid of measuring electrical resistivity of the specimen. A correlation between the zero effective stress void ratio and the initial slurry void ratio has been proposed, which can be used in PSDDF analysis as an input parameter. Combining all of the accessible experimental data, the consolidation characteristics of a dredged soil from the Incheon area has been studied in detail.

• 한국지반환경공학회 논문집
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• 제25권10호
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• pp.11-18
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• 2024

본 연구에서는 국내 해안에 분포하는 세립토의 침강압밀특성을 평가하기 위해 10개의 시료에 대하여 161회의 침강압밀실험을 수행하고, 이를 3개 권역(서해안, 경남, 전남)으로 구분하여 Yano(1985)가 제안한 특성치로 분석 평가하였다. 침강압밀실험은 서해안권역 4개와 경남권역 3개 및 전남권역 각 3개의 시료에 대하여 높이 1m의 컬럼을 이용하여 초기함수비와 초기높이를 변화하면서 실험을 진행하였다. 각 권역별 침강압밀계수와 초기침강속도를 분석하여 대표 상관식을 제시하였다. 각 실험조건별로 자중압밀 개시 간극비를 분석하여 권역별 초기함수비와의 상관관계식을 제안하였으며, 초기 슬러리 간극비와의 관계도 분석하여 세립토의 압밀 개시 간극비 범위를 제시하였다.

• 한국지반공학회논문집
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• 제18권6호
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• pp.17-24
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• 2002

본 연구에서는 초음파실험을 통하여 카올린 점토 시료의 초음파 전파 속도와 감쇠특성을 조사하였다. 슬러리 압밀 방법을 이용하여 이산구조와 면모구조를 갖는 두 종류의 카올린 점토를 인공적으로 제작하였다. 초음파를 이용하여 각 구조를 가진 점토의 압축파 속도 및 감쇠 거동을 측정하였다. 측정시 가진 주파수, 시료 길이, 측정 방향 등을 변화시키며 그에 대한 영향을 조사하였다. 실험 결과 전파속도는 같은 압축 응력 조건에서 제작된 본 시료의 경우 미세구조의 영향이 크지 않았으나 감쇠 특성은 미세구조의 영향이 큰 것으로 나타났다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.491-498
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• 2002

Dredged and reclaimed soft clays form slurry state which is very high water content and very low shear strength, experience large self-weight consolidation, nonlinear compressibility and permeability phenomenon would take place. In this case, a material functions which represent variety effective stress-void ratio-permeability relation (especially very low effective stress), are should be determined to predict nonlinear finite strain consolidation phenomenon forehand In this study, large slurry consolidometer with a 380mm diameter and a 1400mm height which is able to consolidation and permeability test, was developed to determine material function of very soft clay with a 500% initial water content clay, self-weight consolidation and low stress level consolidation (1Kpa, 3Kpa, 6Kpa, 12Kpa) was conducted and after each consolidation step permeability test also conducted. after final consolidation step, a constant rate of strain consolidation was conducted with undisturbed sample obtained from the large consolidometer. On the above result, material function was determined and laboratory test was modelled to evaluate its validity, numerical analysis on th field was compared to other method.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.1170-1180
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• 2009

Recently this country has carried out the coast reclamation centering on the west and south coast for effective practical use of a country, considering purchase of materials and environmental problem, most reclaiming work is processing to spoil reclamation which is easy to secure the amount of materials. In case of weak ground that is formed by spoil reclamation like this, initial moisture content is high, as slurry state that is rarely revealed ground strength, compressibility and water permeability have been shown nonlinear change by compaction progress. Analysis of weak ground is unreasonable because the existing Terzaghi compaction theory analyzes compaction fixed number to regular invariable number for prediction of compaction state. This study computes the relation with void ratio-effective pressure and void ratio-finite transformation which is the most basic matter to predict finite strain compaction state of the south coast spoil, and analyze the basic feature to predict compaction feature of the south coast spoil reclaimed ground.