• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.922-929
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• 2004

In some port construction, a case of reclamation with dredged soil for land use can be found. Even though this is not a new technology, there are some problems on the test method and analysis. The design parameters are still remained to be solved to get accurate prediction. Sedimentation of particle and self-weight consolidation are the most important design parameters in reclamation by dredged soils. The design parameters are influenced by properties of the physical and sedimentation of dredged soils. This influencing factors can be determined depend on the history of long term sedimentation and particle characteristics. Thus, properties of the sedimentation and consolidation are varies depend on the regional geologic formation. In this paper, three different sites with different regional soil properties will be compared in design parameters of sedimentation and self-weight consolidation.

• 한국환경과학회지
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• 제9권1호
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• pp.19-25
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• 2000

As the tideland reclamation is done on a large scale these days, construction work is active in the coastal areas. Facilities in the coastal areas must be built with the tide characteristics taken into consideration. Thus the tide characteristics affect the overall reclamation plan. The analysis of the tide data boils down to a harmonic analysis of the hourly changes of long-term tide data and extraction of unharmonic coefficients from the results. Since considerable amount of tide data of the West Coast are available, the existing data can be collected and can be used to obtain the temporal changes of the tide by being fitted into the tide prediction model. The goal of this thesis lies in assessing whether the mean sea level used in the field agrees with the analysis results from the long-term observation data obtained with their homogeneity guaranteed. To achieve this goal, the research was conducted as follows. First the present conditions of the observation stations, the land level standard, and the sea level standard were analyzed to set up a time series model formula for representing them. To secure the homogeneity of the time series, each component was separated. Lastly the mean sea level used in the field was assessed based on the results obtained form the analysis of the time series.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.265-277
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• 2009

A long-term field demonstration experiment of selected stabilization method to reduce the heavy metal mobility in farmland soil contaminated by heavy metals around abandoned mine site was conducted. Field demonstration experiments were established on the contaminated farmland with the wooden plate(thickness=1cm) which dimension were width=200cm, Length=200cm, height=80cm and filled with treated soil, which was mixed with lime stone and steel refining slag except on control plot. Soil samples were collected and analyzed during the experiment period(2008. 2~2008. 8) after the installation of the plots. Field demonstration experiments results showed that the application ratio of lime stone 5% was effective for immobilizing heavy metal components in contaminated farmland soil.

• 자원리싸이클링
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• 제21권1호
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• pp.17-29
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• 2012

대전시 ${\bigcirc}{\bigcirc}$ 권역 택지발지구내 불법매립지 선별 정비사업과정에서 회수된 선별결과물의 재활용성 및 에너지전환 기능성을 평가하였다. 본 연구에서 사용된 순환형 매립정비시스템(SLR-System, Sustainable Reclamation-System)은 수분함량 약 28.0%조건에서 약 91.4 $m^3/hr$ (about 130.61 ton/hr)의 처리 성능을 보였으며, 선별결과물의 회수율과 순도는 선별토사가 약 98.9%와 약99.66%, 선별가연물류가 약 91.8%와 약 92.0%로 각각 측정되었다. 특히, 선별토사의 경우, 입도크기가 ${\O}$35 mm이하로 유기이물질 함량이 0.31%(V/V)로 재활용법적 기준치를 만족하였으며, 최대 약 98.42%까지 재활용이 가능한 것으로 평가되었다 또한, 선별가연물의 경우, 저위발열량이 약 3,636 kcal/kg으로 RDF 품질기준을 만족하였으며 최대 약 84.43%까지 RDF 생산이 가능한 것으로 측정되었다.

• Ocean and Polar Research
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• 제30권4호
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• pp.475-484
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• 2008

The word 'Saemangeum' indicates an estuarine tidal flat in the southwestern part of the Korean peninsula. The Saemangeum Reclamation Project was launched as a national project in 1991 to reclaim a large coastal area of $401\;km^2$ by constructing a 33-km long dyke. The final dyke enclosure in April 2006 has transformed the tidal flat into lake and land. An integrated oceanographic study has been conducted since 2002 as a part of the Government Action Plan to monitor and assess changes in the marine environment. Prior to the dyke enclosure, the coastal environment in the Saemangeum was a complex system governed by tidal motion, estuarine processes, and coastal circulation of the Yellow Sea. The dyke construction has radically changed not only the estuarine tidal system inside the dyke, but also the coastal marine environment outside the dyke. Post to the dyke enclosure, subsequent changes such as red tide, hypoxia, and coastal erosion/deposition occur successively. Red tides appear almost the year round in the inner area. Even under the condition that the sluice gates are fully open, the water quality does not improve as much as the developers would expect, mainly due to the critical reduction of the hydrodynamic stirring power. We will introduce details of our monitoring program and significant changes in the Saemangeum marine environment, based on observations and model results.

• 한국지반공학회논문집
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• 제28권12호
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• pp.27-39
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• 2012

본 연구에서는 석탄회를 주재료로 하고 시멘트와 물을 혼합한 저강도고유동화재(CLSM)를 개발하여 공유수면매립용으로 사용하고자 ${\bigcirc}{\bigcirc}$매립공사현장에서 현장매립실험을 실시하였고, 저강도고유동화재로 매립된 지반의 강도 및 환경적 특성을 분석하였다. 약 3개월에 걸쳐 표준관입시험, 콘관입시험, 환경영향평가 등을 실시하였다. 실험결과 저강도고유동화재 매립지반의 N값, 관입저항력값은 원지반보다 더 크거나 비슷하게 나타났으며, 석탄회 매립지반의 경우 원지반보다 낮았다. 토양 및 해수오염도를 평가한 결과 pH를 제외하고는 토양오염도와 해수오염도에서 요구하는 시험항목의 기준값보다 낮게 나타났다. pH의 경우도 지하수법에서 정하는 공업용수 기준 pH 5.0~9.0 이내를 만족하였다.

• KIEAE Journal
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• 제6권3호
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• pp.43-48
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• 2006

This paper aims to suggest ways of institutionally improving standards that must be applied when installing Water Reclamation/Reuse (WRR) system based on efficiency analysis. Currently, the standard for WRR system establishment requires that the system should treat more than 10% of used water in the building of over $60,000m^2$ in total area of all floors, but our research has found that it would be more effective to change the standard to $150-m^3-per-day$ reclaimed water or the total area of all floors of $30,000m^2$ ($50,000m^2$ in the case of an office building). In other words, what this paper suggests is not a one-size-fits-all standard based on the total area of all floors, but a reasonable and flexible standard that takes into account efficiency and a unit water usage according to a building's purpose. Furthermore, this paper recommends a new WRR standard that can be applied to large-scale land development for housinglots, like the New Town. The recommendation is based on the economic analysis that the WRR system will ensure efficiency only if the amount of reclaimed water is over 4,000 tons per day, which corresponds to 4 millions square meters of housinglots. Regarding the size of the established facility, this paper suggests changing the standard, which is now set at over 10% of water usage, to what is relative to the total amount of use of reclaimed water in order to ensure efficiency and promote use of reclaimed water. In addition, this paper proposes that governmental support should be offered not only to facility owners, who are recipients at present, but also to facility builders. By doing so, those who donate a facility to the government, central or local, after building it, can be provided with substantial aid. Therefore, the application of the institutional improvement suggested in this paper is expected to create environment-friendly living conditions and boost the quality of life by encouraging people to secure water resources efficiently in buildings, and in a wider range, in cities.

• 한국지반공학회논문집
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• 제26권1호
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• pp.63-73
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• 2010

포항 일원을 포함하여 신생대에 형성된 지역의 경우, 매립을 위한 양질의 재료원이 부족하며, 미고결된 신생대 퇴적 이암을 도로성토재나 항만공사의 매립재로 활용하려는 시도가 진행되고 있다. 그러나 매립재로 사용되는 미고결 이암의 공학적 특성 및 환경적 영향 등이 아직까지도 명확하게 밝혀지지 않고 있다. 이암을 매립재로 활용하기 위해서는 흡수, 연화, 슬레이킹과 지질학적 메커니즘을 파악해야 하며 침하나 수침에 따른 강도 저하 등에 대한 특성 파악이 필요하다. 본 연구에서는 실내시험과 현장 시험시공을 통해 도로성토재나 매립재로 사용되는 이암의 적합성을 여부를 파악코자 하였다. 특히, 이암을 매립재로 활용하는 경우, 이암의 환경적인 영향을 반드시 고려해야 함을 알 수 있다. 본 연구결과, 이암을 도로성토재나 매립재로 활용하는 경우 발생할 수 있는 문제들을 미리 예방하는데 활용 할 수 있을 것으로 본다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제29권1호
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• pp.10-17
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• 2024

In Korea, the common remedial process for reclamation of agricultural soils nearby abandoned mines involves chemical soil stabilization followed by covering with clean soil. This study investigated the chemical properties of cover soils and the validity of HCl extraction method in assessing the degree of As and heavy metal stabilization in stabilized soils collected from 14 plots where mine reclamation had been completed. The results revealed there were no major differences in contaminants extraction rate between the stabilized soils and contaminated soils, suggesting HCl extraction procedure is a less feasible method to determine the efficiency of the stabilization. Soil quality indicators including OM, SiO₂, P₂O₅, etc. of the land-covering soils were generally lower than those of stabilized soils that used to be the cultivation layer before the stabilization. Nonetheless, the value of those indicators didn't meet the regulatry limits of agricultural soil. Therefore, future strategy for mine reclamation should concentrate not only on contaminant concentration but also on soil quality parameters for agricultural use of the reclaimed soil.

• 한국토양비료학회지
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• 제32권2호
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• pp.147-154
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• 1999

본 연구는 임해매립지에서 생태적인 복구를 위한 토양관리 방안을 제시하기 위하여 매립특성에 따라 준설매립지역에서 매립연도를 구분하여 준설토의 화학적 특징을 조사하였고, 수목이 염류에 피해를 받지 않도록 여러 가지 식재기반을 조성한 후 조성방법에 대한 염류차단 효과를 검토하였다. 준설초기의 토양은 침출용액의 pH 7.5, EC $11.3{\sim}10.6dSm^{-1}$ 치환성나트륨백분율이 34.8~35.2%로 알칼리성염류토양의 특징을 나타냈고, EC, 치환성 $Na^+$, $Cl^-$의 양은 매립 후 6년까지 현저하게 감소되었으나 토양의 화학적 특성은 수목이 생장하기에는 아주 부적절한 조건을 가지고 있었다. 식재기반 조성지에서 토양중 치환성나트륨백분율은 표층보다 심층에서 높았으며, 완충녹지보다 근린공원과 가로수지역에서 높게 나타났다. 토양포화침출용액에서 $Na^+$, $Cl^-$와 $SO_4^{2-}$의 농도는 다른 이온들보다 높았고, $Na^+$, $Cl^-$의 농도는 표층보다 심충에서 증가하였으며, 완충녹지보다 근린공원과 가로수지역에서 높았다. 토양중 $Ca^{2+}+Mg^{2+}$ 함량은 근린공원과 가로수지역보다 완충녹지에서 높았으나 토양 포화침출용액내 $Ca^{2+}+Mg^{2+}$ 함량은 완충녹지보다 근린공원과 가로수에서 높았는데 이는 토양중 치환성 $Na^+$ 함량 차이에서 기인되었다. 따라서 임해매립지의 식재기반 조성방법에 대한 염류차단효과는 완충녹지가 가장 높았으며, 가로수지 역에서 염분농도는 가장 높게 나타났다. 그리고 동일한 식재기반 조성에 대하여 성토높이에 따라서 염분차단 효과는 다르게 나타나 성토 높이가 70cm보다 120cm인 지역이 토양중 염분농도가 낮았다.