• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1094-1103
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• 2010

The safety of pile foundation is getting declined when the pile foundation acting on lateral load is exposed by dredging. So appropriate reinforcement is needed for stability secure. Thus, in this study, the stability variation and reinforcement range caused by dredging is estimated on the basis of down scale test. The scale effect is determined by real scale numerical analysis. the behavior of pile by dredging stages is estimated by load control type. The credibility is verified through the comparison between down scale model test and numerical analysis.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.1147-1157
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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, and carrying into effort the reclamation method after dredging the ground in the ocean. In this large scale ocean dredging reclaiming work, prediction the ground subsidence after reclaiming is very important for not only expense lose by overestimation or underestimation but also hereafter the best suited project establishment. this study carries out sedimentation and self weight consolidation in each cases and searches the features to analyze effect on kinds of soil of ground before dredging, abandonment height when it abandons momentary, void ratio, difference of abandonment height when it abandons by stages and difference of particle content of spoil.

• 한국환경과학회지
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• 제22권9호
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• pp.1115-1129
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• 2013

The study area is located on the western coast, and the inner development construction has been ongoing since 2011. The purposes of current study are to effectively simulate and quantitatively predict a temporal and spatial distributions of water temperature and salinity due to the stages of inner development construction in saemangeum reclaimed area. The transient-state numerical modeling using EFDC model is done, and the numerical simulation results are validated reasonably by repetitive numerical model calibration procedures with respect to field measurements of water temperature and salinity. The spatial distributions of water temperature and salinity show similar trends before and after construction of the dikes. In spring season, the salinity has maximum value of 21 psu, while, in summer season, the salinity shows 7 psu in a whole modeling domain. Thus, it is clearly observed that salt water is replaced by freshwater. However, the salinity and temperature reach their initial conditions at the end of the year. The salinity after construction of the dikes is lower than that before construction of them at Mankyeong area. On the other hands, after construction of the dikes, the salinity after dredging operations is higher than that before dredging. Because drastical increasing of water volume in Saemangeum Lake leads to increasing of stagnation time at bottom layer, and salt water is easily intruded to the two estuaries. Therefore, it may be concluded that hydrodynamic characteristics on Saemangeum are dominated by either Mankyeong and Dongjin discharge or sluice gates in/out-flow amounts, and thus they must be properly considered when rigorous and reasonable predictions of water temperature and salinity according to the stages of inner development construction.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 토목섬유 학술발표회 논문집
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• pp.143-155
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• 1999

An experimental study has been carried out to investigate the reinforcing effect of marine dredging clay(MDC) mixed with the Micro-Fiber(MF). A series of laboratory tests was performed using specimens of MDC alone and MDC with MF by means of uniaxial and triaxial compression test. In the test programme, three stages of water content of MDC were chosen according to the elapsed time after dredging, and content and length of MF were considered as important factors for reinforcing effect. And the developed strength due to curing was measured both in MDC and composite. The enhancement of strength of composite was found to be increased with the increasing content and length of MF, and curing time, and with decreasing water content of MDC. An additional study has been made for in-situ trafficability on the soft reclaimed ground by MDC due to high water content. It was found that the waste lime was to be applicable for this purpose to get a reinforcing effect of MDC. A further study would lead to the better understanding of the reinforcing mechanism of the composite.

• 한국조경학회지
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• 제36권3호
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• pp.52-62
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• 2008

본 연구는 광양제철소 임해준설매립지에 자생하는 식물분포와 토양환경요인의 특성을 규명하고, 식물분포와 토양과의 상관관계를 밝힘으로써 향후 생태적 조경의 활용방안을 제시하고자 한다. 연구대상지는 해수변으로부터 시작하여 표고 15m에 이르는 지역으로 임해준설매립지내 조사지역 1,2,3 및 4는 전형적인 염습지의 특정을 나타내었다. 조사지역의 총 출현종수는 1, 2, 3, 4, 5지역별로 각각 13, 15, 22, 27, 35종으로 증가하는 것으로 나타났으며， 염생식물은 감소하고 중성식물은 증가하는 경향을 나타내었다. 각 조사지역별 표층토양(O ~2Ocm)의 물리, 화학적 특성을 분석한 결과, 조사지역 1 에 서 조사지역 4로 이동함에 따라 탈염이 진행되면서 토양산도 및 전기전도도는 낮아지고, 영분, 유효인산, 칼륨, 염소, 칼숨, 마그네숨 등은 함량이 감소된 반면， 전 질소, 미사, 점토함량은 증가하는 경향을 보여주었다. 이는 임해준설매립지에서 자연강우에 토양이 장기간 노출되면서 염분과 관련된 토양환경인자들이 변화하는 것을 잘 나타내는 것이다. 이러한 분석 결과, 염분과 관련된 인자들이 연구대상지의 식물분포의 변화를 유도한 주요한 영향요인으로 밝혀졌다.

• 한국환경과학회지
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• 제23권8호
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• pp.1523-1536
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• 2014

Restoration is the process of reducing or reversing damage to an ecosystem so that it can function in its original manner. However, many restoration programs do not achieve this. In the Nakdong Estuary, the largest migratory nesting site in the center of the East Asian-Australasian flyway, an estuarine barrage was constructed in the 1980s that required site restoration following its completion in 1987 and the expansion of several large industrial complexes(Noksan and Jangrim) and a residential development(Myeongji). The goal of the restoration was to restore the function of the wetland to its pre-disturbance state. To achieve this, a restoration program was designed consisting of three stages. The first stage(1993-1995), saw the construction of three artificial wetlands(Shinhori, Daemadeung, and Eulsuk), the second(2003-2005) involved the dredging and returning of farmed lands to their natural state, and the third(2008-2012) focused on the rehabilitation and vegetation development of the wetlands. However, the project has not achieved all of the desired goals, and it is an example of the lapses in ecological restoration following anthropogenic disturbance. Issues that resulted in an incomplete restoration included the timing of the stages, noncompliance with the restoration plan, not directly monitoring the restoration or continuing the monitoring following completion of the development project, and the political subversion of the restoration plan. For the success of the restoration plan, it is necessary to avoid mistakes such as inconsistent monitoring, unequal levels of stakeholder involvement, and political interference.

• 한국지반공학회논문집
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• 제21권7호
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• pp.63-72
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• 2005

준설점토지역에서 적용되는 지하수위는 설계 기준에 따라 현장의 계측치와 동일하다고 가정하여 진행되었으나 실제로 잔류수위의 차이가 계측을 통하여 확인되고 있다. 본 논문에서는 광양항의 컨테이너부두 및 배후부지에 대한 지반개량공사의 계측관리중 지하수위에 관한 측정 사례를 살펴보고, 항만공사의 지반개량 설계 및 공사시 적용되는 지하수위 및 개량 후, 시공후 9년이 지난 시설물 사용 과정에서 측정된 잔류수위를 중심으로 컨테이너부두 및 부지 개발의 설계 및 시공, 사용시의 적용할 수 있는 지반개량지역의 잔류 지하수위(R.GWL) 적용의 합리성에 대하여 검토하였다.

• 한국지반환경공학회 논문집
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• 제10권6호
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• pp.89-98
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• 2009

본 연구는 해성점토의 준설매립시 침강 및 자중압밀거동 분석을 위한 침강압밀특성의 평가를 목적으로 국내 해성점토에 대한 침강실험을 실시하고, 기존 자료와 함께 고찰하였다. 침강압밀의 거동은 Yano가 제안한 방법이 국내에서 많이 적용되고 있으므로 본 연구는 이에 대한 특성치를 평가하였다. 침강실험은 남해안 해성점토 4개와 서해안 해성점토 4개에 대하여 초기함수비와 초기높이를 변화하는 조건으로 높이 1m의 Column으로 실험을 수행하였다. 연구결과, 남해안 및 서해안 해성점토 각각에 대한 침강-압밀특성을 도출하였다. 초기함수비에 따른 압밀침강계수와 초기침강속도를 분석하고, 이를 기존문헌과 비교하여 보다 높은 상관성을 갖는 회귀식을 산정하였다. 실질토량고와 압밀침강과정 시작 및 종료시 계면고의 관계를 평가하였다. 이와 같은 분석으로 남해안 및 서해안 해성점토 각각에 대하여 침강압밀특성치의 범위와 평균 등을 제안하였으며, 대표적인 관계식을 산정하였다. 또한, 남해안 및 서해안의 해성점토가 갖는 침강-압밀특성을 비교 분석하였다.

• 한국농공학회지
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• 제35권1호
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• pp.50-58
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• 1993

The sedimentation patterns at a reservoir, important to the reservoir capacity curve were simulated using a depth averaged, two-dimensional sediment transport model, that is capable of depicting velocity distributions and sediment transportation. The Banweol reservoir, whose stage capacity relationships have been surveyed before and after the construction, was selected and the daily inflow rates and stages were simulated using a reservoir operation model(DI-ROM). The applicability of the transport model was tested from the comparisons of simulated sedimentation patterns to the surveyed results. The simulated inflow rates and water level fluctuations at the reservoir during twenty-one years from 1966 to 1986, showed that water levels exceeding 80 percent of the total capacity occurred for 70 percent of the periods and inflow rates less than 5000rn$^3$/day sustained for 54 percent of the spans. Dorminant flow directions were simulated from two streamflow inlets to the dam site. And simulated sediment concentrations were higher near the inlets and lower at the inside of the reservoir. Sediment was deposited heavily near the inlets, and portions of sediments were distributed along the flow paths within the reservoir. The comparisons between the simulation results and the surveyed depositions were partially matched. However, it was not possible to compare two results at the upper parts of the reservoir where dredging was carried out few times for the purpose of reservoir maintenance. This study demonstrates that sedimentation patterns within the reservoir are closely related to incoming sediment and flow rates, water level fluctuations, and flow circulation within the reservoir.

• 한국지반신소재학회논문집
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• 제1권1호
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• pp.13-21
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• 2002

지오텍스타일 튜브를 활용한 해안 및 항만구조물은 해안침식방지 및 토사퇴적을 유도하는 구조물로 준설토를 수리학적 또는 기계적으로 채움을 실시하여 이안제(Detached brekwater), 돌제(Groin), 도류제(Jetty)등의 구조물을 축조한다. 일반적으로, 모래질 토사를 채움토사로 적용할 경우는 채움토사의 침강과 토목섬유의 배수특성을 효율적으로 만족하여 주입구의 간격이 가까우나, 점토질 토사 또는 오염된 슬러지를 채울 경우, 채움토사의 침강속도가 길며 토목섬유의 구멍막힘 현상으로 인하여 주입구의 간격을 넓게 하여 적용한다. 본 논문에서는 송도신도시 공유수면 매립공사 현장에서 점토질 토사를 채움토사로 적용한 지오텍스타일 튜브에 대하여 실대형 현장시험을 실시하였다. 지오텍스타일 튜브의 채움작업은 준설선을 이용한 수리학적 채움을 실시하였으며, 현장계측은 채움단계 및 시간에 따른 유효높이 변화, 내부 채움토사의 위치에 따른 단위중량 변화, 비배수 전단강도 등을 측정하였다. 본 실대형 현장시험에 따른 계측결과, 점토질 토사의 채움 시 침강 및 배수를 위한 단계별 채움 작업이 필요하며, 배수에 따른 최종 유효높이는 채움 작업 시 최고높이의 50%까지 감소하였다.