• 한국토양비료학회지
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• 제46권4호
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• pp.281-287
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• 2013

Due to its high salt content and poor physical properties in reclaimed tidal lands, it is important to ameliorate soil physical properties to improve the efficiency of desalination. The objective of this study was to evaluate the changes of soil properties at Saemangeum reclaimed tidal saline soil with various soil amendments. Field experiment was conducted at Saemangeum reclaimed tidal land in Korea and the dominant soil series was Munpo series (coarse loamy, mixed, nonacid, Mesic, Typic, Fluvaquents). Woodchips, crushed-stone, oyster shell, coal bottom ash, and rice hull were added as soil amendments and mixed into surface soil to improve soil physical properties. There was large variability in soil hardness, but oyster shell treatment was significantly lower soil hardness at surface layer. Soil hardness was not significantly different below 15 cm depth. Infiltration rate was also significantly greater at oyster shell treatment. This may be due to the leaching of Ca ions from oyster shell and improved soil properties. However, there was no statistical significant difference of the soil bulk density, moisture content, and porosity. Improved physical properties increased desalinization rate in soil and retarded the resalinization rate when evapotranspiration rate was high. Although soil salinity was significantly decreased with oyster shell amendment, soil pH was increased that should be made up as a soil amendment. Our results indicated that oyster shell application increased infiltration rate and improved soil hardness, and thus oyster shell could be used to improve soil salinity level at Saemangeum reclaimed tidal saline soil.

• 한국지하수토양환경학회지:지하수토양환경
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• 제17권6호
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• pp.92-101
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• 2012

Korea shows the soil pH is 5.8 ~ 6.2 by many factors including the geological structure and climate condition. There is known as the cause for soil acidification by weathering of the mineral, excessive use of the chemical fertilizer, and extensively diffused acid rain. The purpose of research is environmentally-friendly material neutralization technology development utilizing the waste resources against by acid soil. The experiment analyze the physico-chemical property of the acid soil and waste resource materials (waste lime, oyster shell, bottom ash). The Batch-Test was performed under 3 stage. As a result, the acid soil showed up acid soil about 3.19. And waste lime, oyster, bottom ash showed the alkalinity with 9.62, 10.08, 9.17. In case of 1 batch-test experimental result, waste lime and oyster shell, the alkalinity was shown over 7.5 and the good efficiency was showed, on the other hands, the bottom ash showed the pH 4 the neutralization efficiency which is low. waste resource materials to be applied to 2 steps was chosen as the waste lime except the bottom ash and oyster. In 2 step batch-test experiment, it was exposed to be the most appropriate in case of doing the combination ratio of the waste lime and oyster shell with 9 : 1. It was exposed to be efficient most in the effeciency and aspect of economical efficiency combination ratio of the soil and materials was 9.6 : 0.6 with 3 step batch-test experimental result.

• 한국지반환경공학회 논문집
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• 제2권2호
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• pp.33-39
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• 2001

굴패각을 혼합한 해성점토를 매립재료로 활용하기 위한 기초자료를 얻기 위해 삼축실험을 실시하여 혼합토의 전단 변형특성을 검토했다. 일련의 실험을 통해, 굴패각의 혼합율이 증가하면 이종혼합토의 강도가 증가한다는 것을 알 수 있었다. 그리고, 이러한 강도개선 효과는 순수점토와 같이 구속압에 기인한 마찰력뿐만 아니라, 굴패각의 골격 구조 및 형성과정에 의해서도 영향을 받고 있다는 것을 알 수 있었다. 또한, 혼합토의 할선탄성계수 및 다일러턴시 특성으로부터 굴패각 혼합에 의해 나타나는 영향을 파악하였고 보정계수의 개념을 도입해 전단과정의 굴패각 골격구조의 변화를 고찰했다.

• 한국응용과학기술학회지
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• 제27권4호
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• pp.427-436
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• 2010

Much oyster shell is breeding by character and conduct of oyster-industry for a long time among them. An experimental study was carried out to investigate the recycling possibility of waste oyster shells, which induce environmental pollutions by piling up out at the open or the temporary reclamation. The purpose of this study is to develope eco-friendly binder using waste oyster shells, and to reinforce soils fur soft soil improvement. In this paper, a series of laboratory tests including compressive pot tests were performed to evaluate characteristics of soils treated by developed waste oyster shells with different water content of soils. Based on test results, eco-friendly Supporter manufactured from waste oyster shells were estimated as good resource materials for soft soil improvements. We got the conclusion by a series of experiment, It is verified that change of pH of soil is improved by mixing with oyster shells. The homogenization method for deducing apparent of oyster shells, which can consider micro-structure of mixed soil, is introduced. The improvement treatment leaded to enlarge fluctuation of soil moisture content. The effect of calcium concentration was good though improvement treatment of physical property. In addition, the crop yield in amelioration plots increased. It means that the increase of crop yield was caused by improvement of soil physical properties rather than improvement of calcium concentration.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2001년도 지반환경 및 준설매립에관한 학술세미나
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• pp.72-84
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• 2001

In order to utilize mass of oyster shells for a partial substitute material for reclamation, we investigate the shear characteristics of dredged sluge mixed with oyster shells. the apparent modulus of elasticity of the this mixture are obtained from the triaxial compression tests and is utilized to characterize the apparent modulus of elastic of the oyster shells by carrying out some numerical analysis based upon the homogenization theory. We got the conclusion by a series of experiment, 1) It is verified that modulus of elasticity of dredged clay is improved by mixing with oyster shells. 2) The homogenization method for deducing apparent modulus of elasticity of oyster shells, which can consider micro-structure of mixed soil, is introduced. The elastic modulus is affected from the skeleton structure of oyster shell. The effect of 49kPa is bigger than that of 98kPa.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.527-532
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• 2010

Soil-cement has been broadly used for eco friendly pavement, slope protection and soft soil improvement since it used for the increase of soil strength with cement. Recently, additional agents are mixed with existing soil-cement so as to improve specific properties or functions such as strength, color and permeability of it. This study aims at figuring out the physical and mechanical properties of a soil-cement mixed with crashed oyster shell and loess. The study is specially focused on the applicability of oyster shell as an alternative material for sands. To have his objective achieved a series of uniaxial compression tests were conducted. As a result, it appears that usage of oyster shell may have effect on strength improvement of mixed soils.

• 한국환경보건학회지
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• 제31권4호
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• pp.280-286
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• 2005

The purpose of this investigation was to evaluate removal efficiency of $NH_4-N$ using the soil column. Soil, oyster shell and natural zeolite were used as a supporting media of soil column. Removal efficiencies of $NH_4-N$ were $35.9\%,\;41\%\;and\;93.4\%$ for the soil column packed with soil, natural $zeolite(20\%)$ and oyster $shell(20\%)$ at HRT of 72 hours, respectively. The addition of $20\%$ oyster shell to the soil accelerated nitrification in soil column. The influent ammonia nitrogen was mostly converted to nitrate nitrogen in the soil column and little ammonia nitrogen was found in the effluent. When the influent $NH_4-N$ concentration was 200 mg/l, the NIL-N removal was decreased at HRT of 48 hours, while nitrification was significantly increased after mechanical aeration. It was suggested that nitrification from higher $NH_4-N$ concentration was more affected by aeration in soil column process. The number of nitrifiers was approximately in a level of about $10^6\;MPN/g{\cdot}soil$ in the soil column mixed with oyster shell ($20\%$).

• 한국토양비료학회지
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• 제38권5호
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• pp.281-286
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• 2005

굴패각으로부터 제조된 굴패화석 비료 시용이 토양의 미시환경에 미치는 영향을 조사하기 위해 토양 내 microbial biomass 함량과 주요 토양효소의 활성을 조사하여 다음과 같은 결과를 얻었다. 굴패화석 시용량이 증가함에 따라 토양 내 microbial biomass C, N, P 함량이 크게 증가하였으며, 양분의 가급화와 관련 있는 주요 토양효소의 활성이 크게 증진되었다. 본 연구조건에서 굴패화석 시용에 따른 산성토양의 pH 개선은 microbial biomass P 함량 증진과 urease, ${\beta}$-glucosidase, alkaline phosphomonesterase의 활성증진에 직접적으로 영향을 주었으며, microbial biomass P와 phosphomonoesterase 활성증진은 유효인산 함량증진에 직접적으로 영향을 준 것으로 조사되었다. 결론적으로 약산성의 공시토양에 알카리성 제재인 굴패화석 시용은 토양생물과 효소 활성을 증대함으로써 작물생육에 필요한 양분공급 및 가용율 향상시키는 효과가 있는 것으로 평가되었다.

• 한국토양비료학회지
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• 제37권6호
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• pp.383-387
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• 2004

농가에서 관리하는 9년생 후지품종의 사과 과수원에 패화석과 석회고토의 중화량를 시용하여 작물생육과 토양 화학성 변화를 조사한 결과는 다음과 같았다. 석회를 시용하지 않은 처리구의 토양은 시험전후 pH가 5.6으로 차이가 없었으나, 패화석과 석회고토 처리구에서는 Ca, Mg 함량이 증가되고 pH가 5.6에서 6.8로 높아져 패화석은 석회고토 처리구와 동등의 산도교정 효과가 있었다. 패화석과 석회고토 시용으로 사과나무 신초의 초장과 신초수, 신초경이 증가되었으며, 석회 무시용에 비해 간경과 주지경의 직경이 연간 0.7 및 1.0 mm 증가하였고, 부주지경의 증가는 패화석과 석회고토 시용이 각각 1.7 및 1.8 mm 증가하여 사과나무의 생육에 효과가 있는 것으로 나타났다. 패화석과 석회고토 처리로 시기별 엽록소함량은 차이가 없었으나 건물중 변화는 10월 23일 조사시 무시용27.3% 대비 패화석과 석회고토 시용이 각각 33.1 및 31.0%로서 높았다. 시기별 엽중 무기성분으로 질소함량은 무시용 대비 패화석과 석회고토 시용으로 함량이 증가하였으며, CaO 함량은 큰 차이가 없었고, Mn 함량이 높았다. 사과의 당도, 경도 및 산도에 대한 패화석 시용효과는 무처리와 비교해 차이가 나타나지 않았으며, 석회고토 처리시 경도는 석회 무시용에 비해 낮았다. 패화석 시용시 색도는 황색도가 약간 높았으나 적색도에서는 낮았으며, 선명도는 처리간 차이가 나타나지 않아 패화석 시용이 사과의 품질 향상에는 영향을 미치지 못하였고 수량은 $37,000kg\;ha^{-1}$로 무시용 대비 5% 증수되었다.

• 한국환경농학회지
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• 제24권4호
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• pp.358-363
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• 2005

굴 패화석은 남해안의 굴양식 지역을 중심으로 발생량이 매년 증가되고 있으나 재활용율이 낮아 지역적으로 문제가 되므로 토양개량제로서 재활용하고자, 굴 패화석에 소량 포함되어 있는 중금속이 배추의 수량 및 중금속흡수 특성과 토양 내 중금속의 이동성에 미치는 영향을 조사하여 다음과 같은 결론을 얻었다. 굴 패화석 시용에 따른 토양 내 0.1N HCl 가용 중금속 함량은 토양오염 우려기준 이하로 굴 패화석을 다량시용 함에 따른 중금속성분의 토양 내 축적은 없었다. 굴 패화석 시용량 증가에 따라 토양 내 중금속성분의 총 함량은 미미한 수준에서 증가하는 경향을 보였으나, 대부분의 중금속성분은 생물체 흡수가 불가능한 광물 내 고정된 중금속성분의 형태(residual phase)로 존재하였다. 패화석의 시용량을 증가시킴에 따라 배추 체내 Cu, Mo, Zn의 흡수량은 다소 증가하는 경향을 보였으나 우려할 만한 수준은 아니었으며 생육기간 동안 육안적으로 특정 이온과다에 의한 독성증상은 나타나지 않았다. 이상의 결과를 통해 굴 패화석 시용은 토양의 pH개선, 중금속 축적의 배제는 물론, 작물 수량증대에 효과가 현저하므로 양질의 토양개량제로서 활용이 가능한 것으로 판단되었다.