• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.681-688
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• 2002

Study was peformed to develop the‘environmental double pile’for the remediation of low-permeable contaminated soil. This technique is similar in function to‘sand drain pile’But this applies recyclable oyster shell treated as waste materials to a drain material and the pile is consisted of two layers. Inner metal pile is located in center and oyster shells are filled around it. By this technology, contaminated ground water is pumped out through the oyster shell and purified by drainage, adsorption, and reaction processes. Afterwards, the grout material is injected through the inner pile for the effect of the solidification / stabilization. As a result, the concept of this technique is a development of one-step process technology. Through the test, a consolidation characteristic by radial drain is going to be evaluated and the optimum standard of this technology will be calculated.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2007년도 추계 학술논문 발표대회
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• pp.41-44
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• 2007

Recently, the strenuous industrial waste is scattered and one of the oyster also make the serious environmental contamination. The purpose of this study is investigating an utilization ability as calcium binder of the oyster with Hwang-To according to a rate(10%, 20%, 30%, 40%, 50%). This study grasp physical properties of the oyster powder, bake production of the paste, and conduct the flow test, stiff time test and strength test. According to baking condition, strength of $1000^{\circ}C$(120minutes, rate 30%) is higher than any other condition. The oyster powder from above $900^{\circ}C$ seem possibility as binder hereafter. It is thought that the continuous research will be necessary.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 가을 학술논문 발표대회
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• pp.46-47
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• 2020

Oyster shells and egg shells consist of CaCO3, which is known to have excellent fire performance as the main component, and research is currently being conducted as a fireproof board material. Therefore, in this study, the physical and chemical properties of oyster shell powder and egg shell powder are studied to find out the applicability of fireproof board

• Journal of the korean society of oceanography
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• 제31권1호
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• pp.32-36
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• 1996

The oyster shell bed (more than 47 cm thick) atop the Gaipri Point (granite coastal bluff) in the Hampyung Bay, southwest coast of Korea which is a coastal area of southeastern margin of the Yellow Sea basin has been interpreted as unique typhoon deposit formed at about 3610 yr BP or later. The unconformable boundary between the oyster shell bed by typhoon and the granitic soil horizon of the Gaipri Point is 820 cm high above the mean high-tide water level (MHWL). The $^{14}C$ age of the oyster shells is 3610${\pm}$70 yr BP.

• 해양환경안전학회:학술대회논문집
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• 해양환경안전학회 2017년도 공동학술발표회
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• pp.53-53
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• 2017

• 해양환경안전학회:학술대회논문집
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• 해양환경안전학회 2017년도 공동학술발표회
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• pp.230-230
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• 2017

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.227-232
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• 2002

To evaluate the practical application of oyster shells as construction materials, an experimental study was performed. More specifically, the long-term mechanical properties and durability of concrete blended with oyster shells were investigated. Test results indicate that long-term strength of concrete blended with 10% oyster shells is almost identical to that of normal concrete. However, the long-term strength of concrete blended with 20% oyster shells Is appreciably lower than that of normal concrete. 1'hereby, concrete with higher oyster shell has the possibility giving a bad influence on the concrete long-term strength. Elastic modulus of concrete blended with crushed oyster shells decreases as the blending mixture ratio increases. Namely, the modulus is reduced by approximately 10∼15% when oyster shells are blended up to 20% replacing the fine aggregate. The drying shrinkage strain increases as the blending ratio increases. In addition, the existing model code of drying shrinkage does not coincide with the test results of this study. An adequate prediction equation needs to be developed. The utilization of oyster shells as the fine aggregate in concrete has an insignificant effect on freezing and thawing resistance, carbonation and sulfuric acid attack of concrete recycling. However, water permeability is considerably improved.

• 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.

• 대한환경공학회지
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• 제31권12호
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• pp.1095-1104
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• 2009

본 연구는 오염토양 정화 및 폐자원의 재활용 측면에서 굴껍질 및 달걀껍질을 활용한 비소 오염토양 안정화 기술의 적용 가능성을 평가하고자 수행되었다. 안정화 효율을 평가하고자 5가비소로 오염된 토양에 굴껍질과 달걀껍질을 0%(무처리구)~5% 수준으로 처리한 후 30일간 항온배양 하였으며 이후 1 N HCl, 0.1 N NaOH, 0.5 N $H_2SO_4$의 추출제를 이용하여 토양 중 비소를 추출하였다. 1 N HCl 추출결과 무처리구의 비소 함량은 29.43 mg/kg였고 굴껍질 5% 및 달걀껍질 5% 처리구에서 각각 26.26 mg/kg와 26.74 mg/kg로 나타나 평균 10% 정도로 감소효과를 나타내었다. 이외 0.1 N NaOH 및 0.5 N $H_2SO_4$ 추출결과에서도 비소의 농도는 소폭 감소하였다. 한편 굴껍질 및 달걀껍질 처리 토양의 pH는 7.62~7.94로 무처리구 (pH 6.54)에 비해 pH 1 이상 증가하였고, 토양 내 치환성 칼슘의 함량은 12.77~20.18 cmol(+)/kg로 무처리구(6.87 cmol(+)/kg)보다 약 2배 이상 증가하는 것으로 나타나 굴껍질과 달걀껍질은 토양 비옥도 개선에 효과가있는 것으로 판단되었다. 이상의 결과를 종합해보면 굴껍질과 달걀껍질의 직접적 사용은 토양의 비옥도 향상에는 효과가 있는 것으로 판단되나 토양내 비소의 안정화에 적용하기에는 다소 부적합한 것으로 판단되며 향후 효율성 향상을 위하여 소성과 같은 적절한 가공 공정이 필요한 것으로 판단되었다.

• 한국패류학회지
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• 제27권4호
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• pp.291-297
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• 2011

2008년 4월에 전남 고흥군 포두면 남성리 지선에서 바지락이 서식하기 어려운 니질의 양식장에 폐기물로 처리되는 굴 패각을 분쇄하여 넣어준 후, 2008년 6월에 울산 태화강에서 채취한 바지락 종패를 씨뿌림하여 양식 가능성 여부를 조사하였다. 조사해역 저질의 입도분석에서 굴 패각을 넣어준 시험구에서 대조구에 비하여 평균 입도와 평균 분급도는 증가한 것으로 나타났다. 또한 퇴적물에서도 산휘발성황화물 (AVS), 화학적 산소요구량 (COD), 강열감량 (IL), 함수율이 굴 패각 시험구에서 증가한 것으로 나타났다. 굴 패각을 이용한 바지락 양식장 저질개선 후, 2008년 6월에 평균 각장 21.00 mm, 전중량 1.86 g을 씨뿌림하였다. 23개월이 경과한 2010년 4월에 굴 패각 시험구에서는 각장 36.10 mm, 전중량 8.92 g으로 성장하였으며, 최종 생존율은 43.5%로 나타났다. 그러나 굴 패각을 넣지 않은 대조구에서는 13개월이 경과한 2009년 7월에 각장 32.62 mm, 전중량 7.34 g으로 성장은 빠르게 나타났으나, 모두 폐사하는 결과를 나타냈다.