• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
• /
• pp.205-208
• /
• 2006

Damage of hydraulic concrete structures by the abrasion and erosion process is very severe and it indicates that the necessity of considering the influence of this process while designing concrete mixtures. Abrasion wear of concrete in hydraulic structures is caused by the movement of particles, water-borne debris. The resistance against erosion for high-strength self-consolidating concrete(SCC) was examined in this paper. A newly designed testing method is presented in order to quantitatively estimate the erosion of concrete. It was shown that loss of volume in abraded concrete can be explained as function of material parameters such as the amount of fly ash and blast furnace slag. Those admixtures have been widely used to reduce heat of hydration and improve resistance against sulfate attack. The results of current study can be used as a guideline in selecting the composition of concrete exposed to abrasion-wear.

• 한국식물병리학회지
• /
• 제12권2호
• /
• pp.150-155
• /
• 1996

1993년과 1994년에 걸쳐 한국의 고추 재배 지역에서 분리한 고추 더뎅이병균은 66개의 균주중 24개가 race 1이었으며, 나머지는 42균주가 race 3이었다. Race 2균주는 발견되지 않았다. 총 66개의 균주중 8%가 200 $\mu\textrm{g}$/ml의 황산구리에 저항성을 보였으며, 100 $\mu\textrm{g}$/ml의 streptomycin sulfate에는 단지 한 균주만이 저항성을 나타냈다. Race 1균주중 21%가 구리에 저항성을 보였으나 race 3균주는 모두 구리에 감수성을 나타냈다. 모든 감수성 균주는 구리 농도 1 $\mu\textrm{g}$/ml에서 죽거나 아주 낮은 수준만이 생존하였으나 저항성 균주는 128 $\mu\textrm{g}$/ml에서도 생존하였다.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2016년도 춘계 학술논문 발표대회
• /
• pp.83-84
• /
• 2016

For the slip resistance test of shower room floor, the "O-Y Pull Slip Meter method (O-Y·PSM)" regulated under KS M 3510. This test method uses cooking oil as a substitute of soapy water, and thus it does not reflect the real condition. In this study, on 10 types of floor material samples, the Coefficient of Slip Resistance Bath (CSR·B) on bare foot between 10 types of body wash solution and 6 types of SDS solution was compared. The body wash solution is a mixture of soap and water in 1:20 ratio. As a result, SDS 0.1% solution was the most suitable for a substitute of soapy water in shower.

• 대한토목학회논문집
• /
• 제34권4호
• /
• pp.1095-1104
• /
• 2014

본 연구는 콘크리트의 강도특성 및 내구성에 대한 고로슬래그미분말 분말도의 영향을 평가하기 위하여 수행되었다. 본 실험에 사용된 고로슬래그미분말의 분말도는 3종류(4,450, 6,000 및 $8,000cm^2/g$)를 선정하였으며, 보통포틀랜드시멘트에 대하여 50%를 대체하여 공시체를 제조하였다. 강도실험 결과에 따르면, 분말도가 $8,000cm^2/g$인 고로슬래그미분말을 사용한 콘크리트의 압축 및 쪼갬인장강도는 초기재령에서는 보통 포틀랜드시멘트 콘크리트에 비하여 다소 작았으나, 장기재령에서는 잠재수경성의 촉진으로 인하여 강도가 우수하게 나타났다. 내구성 분석결과에 의하면, 고분말도(6,000 및 $8,000cm^2/g$) 고로슬래그미분말 사용 콘크리트의 동결융해 저항성이 다소 작게 나타난 반면, 염소이온 침투저항성은 분말도 크기에 관계없이 고로슬래그미분말 적용 콘크리트가 우수하게 관찰되었다. 한편, 고로슬래그미분말을 사용한 모르타르의 황산염침식 저항성은 침식환경에 지배적인 영향을 받는 것으로 조사되었다.

• 펄프종이기술
• /
• 제38권4호
• /
• pp.61-67
• /
• 2006

The effect of several inorganic flame-retardants such as ammonium phosphate, ammonium sulfate, aluminum hydroxide and antimony trioxide on the flame-retardant property and tensile strength of paper has been investigated. Flame-retardants were used preferably as a dry powdered mixture and added to the furnish. Both dipping and coating treatments were employed to apply flame-retardants to paper Flame-retardant paper was manufactured by treatment of $5{\sim}30%$ flame-retardants by weight of the paper on a dry weight. Paper's flame-retardant property and tensile strength were examined by comparison of char length and tensile index. As dosages of flame-retardant chemicals increased, flame-retardant property was improved but tensile index was decreased.

• Corrosion Science and Technology
• /
• 제14권6호
• /
• pp.267-272
• /
• 2015

The performance of three tubular materials (C-90, L-80, and N-80) was evaluated in a synthetic brine inoculated with sulfate-reducing bacteria (SRB) in the absence and presence of biocides. A flow loop was used in the evaluation of the three alloys. Morphological examination of the alloy surfaces after exposure to SRB and after biocide treatment was performed by scanning electron microscopy (SEM) to determine the nature of any localized corrosion. The SE images of the coupon samples showed a marked difference between the biocide-treated and untreated samples. Small pits were observed on the ultrasonically cleaned surfaces of the three alloys after exposure to SRB. The biocide treatment reduced the number of SRB on the surfaces of the alloys. Results indicated that C-90 and L-80 alloys exhibited better MIC resistance than N-80 under the conditions used in this study.

• KSBB Journal
• /
• 제29권3호
• /
• pp.139-144
• /
• 2014

Microorganisms play a significant role in bioremediation of heavy metal contaminated seawater. In this study, we reported an effective removal of Cu and Zn in marine envionment by using Desulfovibrio desulfuricans (D. desulfuricans) which belong to sulfate reducing bacteria. D. desulfuricans showed stable growth characteristics in high salt concentration and had resistance to heavy metals. Cu and Zn was removed not only by physical adsorption on the surface of bacteria but also by precipitation reaction of microbial metabolism by D. desulfuricans in seawater. In case of different heavy metal concentration, Cu was effectively removed 85% at 25 ppm and 60% at 50 ppm and Zn was effectively removed 54% at 50 ppm and 46% at 200 ppm, respectively.

• 콘크리트학회지
• /
• 제5권1호
• /
• pp.129-138
• /
• 1993

프리텐션 방식 원심력 고강도 콘크리트 말뚝[KS F 4306]제조에 관한 실험적 연구로써 고황산염시멘트를 이용한 800kg/$ extrm{cm}^2$이상의 고강도콘크리트 제조시 수화 특성검토와 콘크르트 조직내의 기공율과 압축강도간의 상관식을 도출하여 고강도 발현기구를 규명하였으며 콘크리트 압축 및 휨강도간의 상관식 유도와 내구성 측면에서의 내동해성, 건조수축, 화학저항성등을 보통 포틀랜드 시멘트와 비교 고찰한 결과, 고황상염시멘트의 내구성이 우수함을 확인하였다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
• /
• pp.519-522
• /
• 2005

As this study is to test effects of chemical attack on deterioration of cement mortars using in crushed sand. Besides tests have been carried out with cement mortars by river sand and crushed sand by fine sand, cement mortars mix various proportions of slica fume and fly ash(up to $15\%$ and $50\%$ by weight for cement) were prepared and immersed in pure water, sodium sulfate solution, magnesium sulfate solution, seawater for 28days. Test on the change in the weight and compressive strength of cement mortars according to the duration of immersion time and the content of slica fume and fly ash was performed.

• 한국환경보건학회지
• /
• 제35권1호
• /
• pp.58-63
• /
• 2009

This study investigated improvement to sludge dewaterability and coagulation for sewage treatment plant sludge by using sodium hypochlorite solution (NaOCl), ferric sulfate [$Fe_2(SO_4)_3$] and zeolite. The specific resistance to filtration(SRF), chloride, pH and turbidity were used to evaluate the sludge dewatering behaviors. The results of study were as follows: By varying the amount of NaOCl added the optimum result in terms of enhancement for pretreatment occurred when 34 mg/l of NaOCl was injected. When the total solids concentration of the sludge was 10,000 mg/l, the optimum ferric sulfate dosage for the sludge dewaterability was 150 mg/l and the corresponding SRF was $1.7{\times}10^7sec^2/g$. It was observed that injecting zeolite into sludge was effective in improving the dewaterability of sludge.