• Advances in Computational Design
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• 제5권1호
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• pp.1-11
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• 2020

Soil is the fundamental element in the construction process. Soil problems affect the safety of the structures, even so the high quality of the structures and so, bad soil found the structures will affect the lifetime or even destroy the structures built on it. Therefore, the study of soil is an important step in the construction process and the investigation of the most effective characteristics of a special kind of soil (shale soil), i.e. Atterberg limits, swelling pressure, swelling potential and unconfined compression strength, are the most effective soil properties. A big projects will be constructed in new urban extension areas with expansive shale soils, like at Al-Kawamil and new Akhmim shale soils which associated with soil problems, treatment system should be used to ensure the stability of the soil under the structures foundations one of the most effective methods is by adding lime solution to the soil by specific quantities, which affect on the properties of the shale soil by decreasing the swelling and increasing the compressive strength of the treatment soils. Experimenting with the soil added to the lime, it was found that the addition of lime solution 6% improve c j the properties of the soil. The results of the tests showed the high effectiveness of using lime in the treatment of Al-Kawamil soil

• 한국환경농학회지
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• 제33권3호
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• pp.155-163
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• 2014

BACKGROUND: Recent studies for heavy metal stabilization in soil were mainly focused on finding out new materials and its efficiency. But, such a stabilization method can cause disturbance to soil, leading improper environment for agriculture. The object of this study was to demonstrate the effect of the incorporation of green manure crops on heavy metal-contaminated soil. METHODS AND RESULTS: Soil contaminated with heavy metals was collected from the agricultural soils affected by the abandoned mine. Lime stone was selected and treated to contaminated soil. Three kinds of legume green manure crops; Alfalfa (Medicago sativa), Hairy vetch (Vicia villosa), Red clover (Trifolium pratense) were subsequently cultivated in greenhouse condition. It was found that lime stone increased soil pH and decreased the amount of heavy metal absorption by green manure. The application of green manure residues on soil increased soil pH and inorganic nitrogen. CONCLUSION: The C/N ratio of three green manures was low, indicating fast decomposition rate, resulting in nitrogen supplement, consequently. Considering the point that the soil was used for agricultural purpose, it was recommended that hairy vetch and red clover were preferred. Nevertheless, the heavy metal availability was also increased. Thus, it seemed that further study was needed to confirm that how long maintain a phenomenon.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.1455-1471
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• 2009

In order to investigate on the effect of stabilization methods for rice paddies contaminated by heavy metals, a series of lab-scale model test was carried out by applying the characteristics of submerged Paddy soil. To perform the lab-scale model test, columns were made by acrylic with the dimension of diameter=10cm, thickness=0.5cm and were filled with soils which was contaminated were mixed with stabilization agents(lime stone 5% and steel refining slag 5% respectively). To manipulate the reduction condition, soils in the columns were submerged with distilled water. And then soil water and subsurface water in each column were sampled in the regular term and analysed the various physical and chemical properties.

• 한국물환경학회지
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• 제22권4호
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• pp.687-694
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• 2006

Dewatering sludge using inorganic chemicals with polymer has been evaded for reuse on account of the risks of high heavy metals contained and soil acidification. Composting feasibility of coagulation & dewatering sludges produced from livestock waste treatment plant was investigated. The results of analysis prove that dewatering sludge is valuable matter with suitable elements for composting if high quality ferric chloride ($FeCl_3$) is used for coagulation & dewatering process. In pot-cultivation of harvestes, using effects of dewatering sludge improved with lime treatment was very effective. The results of pot-cultivation proved that harms of crops according to different acid tolerances were not detected. But it was not applied to crops with weak acid tolerance or greenhouse for free from gas damage. Also, Further studies and monitorings are necessary to use sludges because results of pot-cultivation were generated differently by characteristics of soil, nutrient demand of plants, mature degree of sludge, consecutive cultivation and etc.

• 자원환경지질
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• 제41권2호
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• pp.201-210
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• 2008

국내 폐광산 주변 중금속 오염 농경지 토양 복원을 위해 석회(CaO)와 분쇄한 석회암($CaCO_3$)을 안정화제로 이용한 토양 안정화 공법의 효율을 규명하는 배치 및 대형 칼럼실험을 실시하였다. 오염토양은 경북 군위군에 위치한 아연 폐광산 지역의 오염 농경지 토양을 이용하였으며, 안정화제의 함량은 오염토양 대비 0, 0.5, 2, 5%로 다양하게 적용함으로써, 안정화제에 의해 토양으로부터 용출되는 중금속 농도 변화를 시간에 따라 측정하여 안정화제의 중금속 저감 효율을 규명하였다. 배치실험 결과, 가루상의 석회나 석회암 0.5%를 토양과 혼합하여 안정화제로 사용한 경우, 오염토양으로부터 As, Cd, Pb, Zn의 중금속 용출 농도는 안정화제를 사용하지 않은 토양으로부터의 용출 농도를 기준으로 각각 70, 77, 94, 그리고 95% 감소하여 중금속 용출 저감 효과가 매우 높은 것으로 나타났다. 토양 객토법을 모사한 대형 칼럼실험 결과, 2% 입상 석회 첨가에 의해서 As, Cd, Zn의 토양 용출은 안정화제를 사용하지 않은 토양 용출 농도를 기준으로 각각 63, 97, 98% 감소하였다. 입상 석회암을 안정화제로 이용한 칼럼에서는 2% 석회암 첨가에 의해서 As 용출 농도는 135.6${\mu}g/L$에서 30.2 ${\mu}g/L$ 감소하여 약 46% 이상의 감소율을 나타내었으며, Cd와 Zn의 경우에는 97% 이상 감소하였다. 배치 및 칼럼실험 결과 석회암의 중금속 용출 저감 효율이 석회의 저감 효율과 매우 비슷한 것으로 나타나, 토양으로부터 중금속을 안정화시키는데 입상 석회와 석회암 모두 효과가 매우 좋은 것으로 나타났다. 토양 산성화 방지를 위해 토양개량제로 주로 사용하였던 석회의 과도한 토양 내 첨가가 토양의 급격한 pH 증가를 일으켜 농작물 재배에 악 영향을 주게 되는 한계를 극복하기 위하여, 본 배치 및 대형 칼럼실험을 통하여 토양 내 첨가에 의한 pH 증가가 거의 없으며 비용 측면에서도 석회보다 훨씬 저렴하지만 중금속 용출 저감 효과가 비슷한 석회암이 중금속 오염 농경지 토양 복원을 위한 새로운 안정화제로 유용하게 사용될 수 있음을 입증하였다.

• Geomechanics and Engineering
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• 제28권1호
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• pp.35-48
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• 2022

The effect of discrete polypropylene fibre reinforcement on shear strength parameters, tensile properties and isotropic index of stabilized compacted residual subgrade was investigated. Composites of compacted subgrade were developed from polypropylene fibre dosage of 0%, 1%, 2.5% and 4% and 3% cement binder. Saturated compacted soil benefited from incremental fibre dosage, the mobilized friction coefficient increased to a maximum at 2.5% fibre dosage from 0.41 to 0.58 and the contribution due to further increase in fibre dosage was marginal. Binder stabilization increased the degree of isotropy for unreinforced soil at lower fibre dosage of 1% and then decreased with higher fibre dosage. Saturation of 3% binder stabilized soil decreased the soil friction angle and the degree of isotropy for both unstabilized and binder stabilized soil increased with fibre dosage. The maximum tensile stress of 3% binder stabilized fibre reinforced residual soil was 3-fold that of 3% binder stabilized unreinforced soil. The difference in computed and measured maximum tensile and tangential stress decreased with increase in fibre dosage and degree of stabilization and polypropylene fibre reinforced soil met local and international criteria for road construction subgrade.

• 한국광물학회지
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• 제18권4호통권46호
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• pp.301-312
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• 2005

연약지반의 점토퇴적물을 시멘트와 함께 생석회, 소석회, 석고, 고령토, 제올라이트, 규조토 등의 광물재료를 혼합하여 고화 반응시킨 후 양생시간에 따른 물성변화와 반응생성물을 조사하였다. 그 결과, 시멘트로는 포틀랜드 시멘트보다는 슬래그시멘트가 점토의 고화반응에 따른 강도발현이 큰 것으로 나타났다. 그리고 슬래그시멘트와 함께 각종 광물재료와 고화 반응시킨 실험결과에서는, 석고가 가장 높은 강도발현을 나타냈다 따라서 슬래그시멘트와 석고에 대해 이들의 혼합비를 달리하여 고화 실험을 수행하였다. 그 결과, 슬래그시멘트 $70\%$, 석고 $30\%$의 비율에서 가장 좋은 강도발현을 보이는 것으로 나타났다. 이 실험의 고화반응물에서는 에트린자이트 등의 반응생성물이 포함되었다. 이것은 석고가 슬래그시멘트의 효율적인 수화반응을 촉진시켜서 높은 강도 발현에 기여 한 것으로 생각된다. 이러한 실험 결과는 연약지반의 안정화 처리에 유용한 자료로 이용될 것으로 보인다.

• Advances in Computational Design
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• 제3권2호
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• pp.201-212
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• 2018

Decrease in availability of suitable subbase and base course materials for highway construction leads to a search for economic method of converting locally available troublesome soil to suitable one for highway construction. Present study insights on evaluation of benefits of stabilization of subgrade soils in term of extension in service life (TBR) and layer thickness reduction (LTR). Laboratory investigation consisting of Atterberg limit, Compaction, California Bearing Ratio, unconfined compressive strength and triaxial shear strength tests were carried out on two types of soil for varying percentages of stabilizers. Vertical compressive strains at the top of unstabilized and stabilized subgrade soils were found out by elastoplastic finite element analysis using commercial software ANSYS. The values of vertical compressive strains at the top of unstabilized and stabilized subgrade, were further used to estimate layer thickness reduction or extension in service life of the pavement due to stabilization. Finite element modeling of the flexible pavement layered structure provides modern technology and sophisticated characterization of materials that can be accommodated in the analysis and enhances the reliability for the prediction of pavement response for improved design methodology. If the pavement section is kept same for unstabilized and stabilized subgrade soils, pavement resting on lime, fly ash and fiber stabilized subgrade soil B will have service life 2.84, 1.84 and 1.67 times than that of unstabilized pavement respectively. The flexible pavement resting on stabilized subgrade is beneficial in reducing the construction material. Actual savings would depend on the option exercised by the designer for reducing the thickness of an individual layer.

• Ecology and Resilient Infrastructure
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• 제4권3호
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• pp.180-185
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• 2017

광산 활동에 의해 오염된 농경지의 복원은 개량제 처리와 복토를 기반의 미량원소 안정화 기법으로 진행되고 있다. 최근 복원된 부지 중 경사 농경지에서 토양 유실 문제가 대두되고 있다. 본 연구에서는 4종의 개량제 (벤토나이트, 석회, 유기물, 제강슬래그)를 다양한 비율로 단일 또는 복합처리 한 후 입단 형성의 효율을 평가했다. 복토재는 점토함량이 다른 3가지 토양 (A 토양=9.4%, B토양=14.7%, C 토양=21.2%)을 대상으로 했다. 단일처리 결과, A 토양은 유기물 5%, B와 C 토양은 석회 5%가 각 토양의 대조구에 비해 입단 형성이 가장 효과적이었다. 9가지 복합처리구 중에서 A 토양은 유기물 3% + 석회 1%, B와 C 토양은 유기물 1% + 석회 3% 처리구의 입단 형성이 가장 높았다 (A 토양=30.4%, B 토양=25.0%, C 토양=36.5%). 현장처리를 위해 각 복토재 (A 토양=0.045, B 토양=0.051, C 토양=0.054)와 국내 농경지의 평균 (0.032) 토양침식인자 차이만큼을 개량제에 의한 목표 입단 형성량으로 설정하였다(29.1% 입단형성). 비용편익을 고려한 최적 개량제 선정한 결과 A와 B 토양은 석회 3%, C 토양은 석회 5%가 가장 적합 했으며, 이를 통한 경사진 복원된 경사 농경지에서 토양 유실을 효과적이고 경제적으로 저감할 것으로 예측된다. 본 연구에서 석회 처리에 의한 토양 알칼리도 상승은 고려하지 않았다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제19권5호
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• pp.1-8
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• 2014

The metals contamination of farmland soil nearby abandoned metal mine was serious problem in Korea. Stabilization of contaminated soil was reported using various stabilizers. Application of limestone and steel refining slag was reported as effective stabilizers in the stabilization of metals. The batch studies confirmed that the mixture of limestone and steel refining slag was suitable for stabilization of metals in contaminated soil. The limestone and steel refining slag mixture (2 : 1 and 3 : 2) were used in column studies and it was confirmed that the stabilizers effectively stabilized heavy metals in contaminated soil. The pH of the soil was increased with the addition of stabilizers. Total leached concentration of metals from the column study was reduced 44, 17, and 93% in comparison to the control at arsenic, cadmium and copper, respectively. The sequential extraction studies showed that the exchangeable fraction was changed into carbonate bound fraction (Cd and Cu) and Fe-Mn oxide bound fraction (As). Based on the results we confirmed that 2:1 ratio of limestone and steel refining slag effectively stabilizes the heavy metals. The mixed treatment of lime stone with steel refining slag would be an effective and feasible method for controlling metals leaching in contaminated soil.