• The Korean Journal of Physiology
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• 제9권1호
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• pp.33-37
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• 1975

Adult rabbits were anesthetized with nembutal, 30 mg/kg. Carotid artery and jugular vein were exposed surgically and cannulated with polyethylene tubing. Arterial blood pressure was recorded via pressure transducer on the physiograph and $100{\mu}g/ml$ of histamine solution was infused through the jugular vein by using the constant infusion pump with a rate of 0.92 ml/min or 1.40 ml/min. Mean arterial blood pressure was maintained at $40{\sim}70 mmHg$ and hypotension was kept for 2 hours. After the termination of this period, blood was taken and osmotic fragility was mea sured immediately. Also, every sample of normal blood and shocked blood was incubated for 1 hour or 2 hours at $37^{\circ}C$ in order to see whether or not there was some influence of incubation. Furthermore to clarify which component was responsible for the change on the fragility, the mixtures of normal blood cells with shocked plasma and shocked blood cells with normal plasma were also incubated at $37^{\circ}C$ for one or two hours and fragility in such cases was measured. The data obtained were analysed by probit-plot method and the concentration of saline solution at which the hemolysis started to occur, 50% of blood cells were hemolysed and that at which the red blood cells hemolysed completely were determined. The values for the blood of hypotension stage were compared with those of the control blood. The results obtained were as fellows: 1. Osmotic fragility of red blood cell was increased in hypotensive state induced by histamine. 2. The differences of osmotic fragility after two hours of incubation were negligible both in normal blood and in that of hypotensive state. 3. Osmotic resistance of normal red blood cell incubated in shock plasma was less than that of shock red blood cell incubated in normal plasma. It was suggested that plasma in hypotensive state caused by histamine might be primarily responsible for the alteration of red blood cell fragility.

• 한국식품과학회지
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• 제35권5호
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• pp.980-987
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• 2003

삼백초 및 포공령, 흑두, 금은화, 결명자, 감초 추출은 혼합물(Oriental herb extracts mixture, OHEM) 의 해독효과를 확인하고자 nicotine 및 dioxin에 대한 급성독성시험을 하였다. 치사량(42mg/kg)의 nicotine을 ICR mouse에 복강주사 하였을 때 OHEM 투여군은 대조군에 비해 마비 개시시간이 2배 이상 지연되었으며, 발작 지속 시간은 1/2로 감소하였고 생존율은 73%로 나타나 해독효과가 강한 것으로 밝혀졌다. 인체를 대상으로 nicotine분해 물질인 뇨중 cotinine배설량을 측정한 결과 OHEM의 섭취가 혈 중 nicotine 분해를 촉진시켜 초기 뇨 중 cotinine 배설량을 1.5배까지 증가시킨 후 뇨중 continine 함량을 OHEM 섭취전의 5% 이하로 감소시켰다. TCDD로 급성특성을 유도한 rat 혈액의 임상 화학적 지수에 hemoglobin의 경우 OHEM의 섭취가 TCDD 투여에 따른 감소를 완화시키는 것으로 나타났으며, 혈소판의 경우 TCDD에 의한 감소를 OHEM 투여가 정상수준으로 회복시켰다(p<0.05) Neutrophil seg(%) 및 monocyte(%)은 TCDD 투여로 감소하였으나 OHEM의 투여로 정상수준으로 회복되었다, 알부민 함량은 TCDD 투여에 의해 감소(p<0.05) 하였으나, OHEM투여로 정상 수치로 회복하였으며 또한, GOT 및 GPT활성 역시 TCDD 투여로 증가하였으나. OHEM 투여로 활성을 저하시키는 것으로 나타났다. 총콜레스테롤 및 혈중 중성지질 함량은 TCDD 투여군 모두 유의적으로 증가 하였으며, OHEM의 투여가 TCDD에 의한 총 콜레스테롤 및 중성지질 수준을 유의차 있게 회복시켰다(p<0.05). 신장 기능에 관련된 creatinine은 OHEM 투여에 의해 TCDD에 의한 증가를 억제하였으며 철 함량은 TCDD 투여로 유의차 있게 감소하였으나 OHEM 투여로 정상 수준으로 회복되었다 TCDD 투여는 혈액과 췌장에 대한 독성작용이 간, 신장 및 심장에 대만 작용에 비해 훨씬 강하게 나타났으며, OHEM에 의한 독성 경감작용은 간 및 췌장에서 효과적으로 나타났다. OHEM의 투여가 TCDD에 의한 임상 지수의 변화를 정상수지에 가깝게 회복 시키는 것으로 나타나 체내대사 및 기능장애를 일부 회복시키는 물질임을 확인할 수 있었다.

• 한국도로학회논문집
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• 제18권3호
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• pp.1-9
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• 2016

PURPOSES : This study aims to show the difference of the binder aging level in the hot-mix asphalt (HMA) mixture after short-term aging (SA) under different aging conditions, such as mixture temperature and duration in hour. METHODS : Three SA times (i.e., 1 h, 2 h, and 4 h) at two temperatures (i.e., $160^{\circ}C$ and $180^{\circ}C$) were used for the normal mixtures prepared using a PG64-22 asphalt. The field long-term aging (LA) was simulated by applying the same LA procedure (65 h at $110^{\circ}C$) to all compacted specimens, prepared at the air void of 7% using each SA-treated mixture, in a convection oven. The binder aging level was measured in terms of large molecular size by gel-permeation chromatography (GPC) from the mixture and the absolute viscosity (AV) from the recovered binder. The aging levels were evaluated using those two properties after SA and LA, and then compared based on the normal SA (NSA) mixture (1 h at $160^{\circ}C$). The service life reduction caused by SA in various conditions was estimated based on the aging level of the field cores from different locations in various service lives. RESULTS : The results of the laboratory evaluation indicated that the binder of the mixture, which was treated at longer SA time and higher temperature, showed a significantly higher aging level than the NSA mixture. The binder aging level from a longer time, such as 2 h and 4 h SA, or at a higher temperature ($180^{\circ}C$), were estimated to be similar to that of the mixtures, which had already been in field service for several years. CONCLUSIONS : The HMA mixture should be produced at a moderate temperature, such as $160^{\circ}C$, and placed within a limited hauling and queuing time to avoid a significant short-term aging of the binder before placement in the field pavement. The SA for a longer time at a higher temperature than the NSA condition was found to be detrimental to the service life of the asphalt pavement.

• 한국건설순환자원학회논문집
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• 제4권4호
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• pp.489-495
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• 2016

본 연구는 원유정제과정에서 발생되는 산업부산물인 유황에 폴리머 성분의 첨가제를 혼입한 개질유황결합재를 사용하여 중온아스팔트 혼합물을 제조하고, 개질유황결합재를 사용한 중온아스팔트 혼합물의 간접인장강도, 수침전후 및 동결융해 전후 인장강도비와 휠트랙킹 시험에 의한 동적안정도 등의 역학 및 내구 특성을 평가하였다. 실험결과, 개질유황 결합재를 사용한 중온아스팔트 혼합물의 수침전후 인장강도비는 0.88로 중온 폼드 개질 아스팔트의 약 1.13배이며, 동결융해 전후의 인장강도비 또한 0.82로 인장강도비 KS 품질기준 값 0.75 이상을 모두 만족하였다. 간접인장강도는 1.60MPa로 KS 품질기준 값 0.80MPa의 2배, 일반가열아스팔트의 1.29MPa과 비교하여 약 1.24배 높은 간접인장강도를 나타내었다. 또한, 휠트랙킹 시험에 의한 동적안정도는 14,075회/mm로 일반가열아스팔트의 약 15배, 중온 폼드 개질 아스팔트의 약 3배로 피로균열 등 소성변형에 대한 저항성이 매우 우수하게 나타났다.

• 동의생리병리학회지
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• 제36권4호
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• pp.125-129
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• 2022

The purpose of study is to evaluate in vitro anti-oxidant and anti-inflammatory effects of Moringa Folium and Eucommiae Cortex 2:1 (g/g) mixtures (MEMix). HaCaT and human normal dermal fibroblast were treated with 0.01-1 mg/mL of MEMix to monitor cytotoxicity. Radical scavenging activities of MEMix were examined by DPPH assay. To explore anti-inflammatory effect, Raw 264.7 cells were pretreated with MEMix for 1h and subsequently exposed to LPS for 18h. NO release and cytotoxicity of Raw 264.7 cells were measured by adding Griess and MTT reagents, respectively. TNF-α, IL-1β, IL-6, and PGE2 productions were examined by ELISA. Immunoblot analysis was conducted to examine COX-2 expression in MEMix pretreated Raw 264.7 cells. Up to 1 mg/mL concentration, treatment of MEMix for 24 h did not affect normal dermal fibroblast viability and significantly reduced cell viability of HaCaT cells with no concentration dependency. MEMix increased DPPH radical scavenging activity with concentration dependency. Radical scavenging activities by 1 mg/mL of MEMix was comparable with 30 µM of trolox. Pretreatment of MEMix did not change the reduction of Raw 264.7 cell viability. Exposure of LPS in Raw 264.7 cells significantly increased NO, TNF-α, IL-1β, IL-6, and PGE2 productions, and MEMix pretreatment attenuated these productions by LPS concentration dependently. However, pretreatment with MEMix did not change COX-2 expression by LPS in Raw 264.7 cells. MEMix showed in vitro anti-oxidant and anti-inflammatory activities. MEMix would be useful candidate agent against inflammation.

• 한국농공학회지
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• 제20권1호
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• pp.4575-4591
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• 1978

In order to investigate the effects of grain size distribution, cement content, and molding pressure on the strength and durability of soil-cement mixtures, a laboratory test of soil cement mixtures was performed at four levels of cement content, five levels of molding pressure, and four levels of normal curing periods. The results are summarized as follows: 1. Optimum moisture contents in loam soil and maximum dry density in sand soil increased with the increase of cement content, but in others, both optimum moisture contents and maximum dry density were changed ununiformly. 2. When the specimens were molded with molding pressure, 50kg/$\textrm{cm}^2$, strength of soil cement mixture with cement content, 2 and 4 per cent, was lower than the strength of soil cement mixture without cement content by more than 40 to 50 per cent. 3. The strength of soil-cement molded with molding pressure, 100kg/$\textrm{cm}^2$, was higher than the strength of soil-cement molded with M.D.D. obtained from standard compaction test more than 40 per cent in sand loam cement and 50 per cent in loamy cement. 4. There was highly significant positive correlation among molding pressure, cement content and unconfined compressive strentgh and so the following multiple regression equations were obtained. Loam: fc=1.9693C+0.197P-0.84 Sandy loam: fc=2.9065C+0.235P-0.77 5. When the specimens were molded with molding pressure, 20 to 100kg/$\textrm{cm}^2$, the regression equation between the 28-day and 7-day strenght was obtained as follows. Loam : q28=1.1050q7+7.59(r=0.9147) Sandy loam : q28=1.3905q7+3.17 (r=0.9801) 6. At the cement contents of above 50 per cent, the weight losses by freeeze-thaw test were negligible. At the cement content of below 8 per cent the weight losses were singnificantly high under low molding pressure and remarkably decreased with the increase of molding pressure up to 80kg/$\textrm{cm}^2$. 7. Resistance to damage from water and to absorption of water were not improved by molding pressure alone, but when the soil was mixtured with cement above 6 per cent, damage seldoms occurred and absorbed less than 5 per cent of water. 8. There was highly significant inverse-corelationship between the compressive strength of soil cement mixtures and their freeze-thaw loss as well as water absorption. By the regression equation methods, the relationships between them were expessed as followed fc=-7.3206Wa+115.6(r=0.9871) log fc=-0.0174L+1.59(r=0.7709) where fc=unconfined compressive stregth after 28-days curing. kg/$\textrm{cm}^2$ Wa=water absorption, % L : freeze-thaw loss rate, %

• 분석과학
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• 제5권3호
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• pp.239-247
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• 1992

메틸기가 한 개 또는 두 개 치환된 10가지 메틸아닐리늄 이온과 18-크라운-6와의 착물 형성 및 선택성을 메탄올에서 적하수은 전극에 의해 조사하였다. 메틸아닐리늄 이온과 18-크라운-6와의 착물의 안정도 상수는 메틸기의 위치와 개수에 따른 입체장애 효과에 의해 큰 차이를 나타내었다. 또한 반파전위의 차가 매우 작아 일반적인 방법으로는 분석이 불가능한 메틸아닐리늄 이성질체 혼합물 등에 보조 착화제로 18-크라운-6를 첨가하여 입체장애에 의한 착물반응의 선택성을 이용하여 분석을 시도하였다. 그 결과 18-크라운-6와 두 게스트 이온의 안정도 상수의 차, ${\Delta}log\;K$가 대략 0.7~1.3인 경우 이성분 혼합물의 확인이 정성적으로 가능하였으며, 1.6 이상인 경우에는 정량적인 개별분석도 가능하였다. 이는 18-크라운-6가 아닐리늄의 메틸치환기의 위치에 따라 입체장애의 정도를 선별적으로 인식하여 큰 착물형성 선택성을 나타낸 결과로 각 환원파의 음전위 이동 정도가 크게 달라지기 때문이다.

• 콘크리트학회논문집
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• 제27권2호
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• pp.115-125
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• 2015

본 연구는 물-결합재비 20%를 가지는 고강도 고함량 고로슬래그 혼합 시멘트 페이스트의 유동성, 수화열, 응결시간 그리고 강도 발현 특성, 수화 및 포졸란 반응 특성 등을 실험을 통해 관찰하고, 이를 통해 고로슬래그 미분말의 치환률과 분말도가 수화 및 포졸란 반응에 미치는 영향을 분석하였다. 연구 결과에 따르면 물-결합재비가 낮은 고강도 배합에서는 고로슬래그 미분말로 시멘트를 대체함으로써 시멘트와 결합하는 자유수가 상대적으로 증가하는 dilution effect에 의해 시멘트의 초기 수화가 촉진되어 재령 3일부터 28일까지의 초기 강도는 보통 포틀랜드 시멘트만을 사용한 배합보다 더 높게 나타났다. 반면, 재령이 증가하면서 수화반응속도가 급격히 낮아지고, 고로슬래그 미분말로 시멘트를 대량 치환함에 따라 수산화칼슘이 충분히 공급되지 못하므로 포졸란 반응도가 낮아져 장기강도의 발현이 억제되는 것으로 나타났다. 또한 고로슬래그의 분말도가 높으면 자유수를 더 많이 흡착함으로써 유동성이 저하되고 수화도가 낮아져 강도가 오히려 저하되는 것으로 나타났다. 이와 같은 결과는 보통 강도 콘크리트와는 다른 경향을 나타내는 것으로 향후 콘크리트 배합에 대해 추가 검증이 필요하며, 고로슬래그 미분말을 대량 혼합한 고강도 콘크리트의 개발을 위해서는 장기 강도의 발현율을 더 높일 수 있는 방안에 대한 연구가 필요하다.

• 한국도로학회논문집
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• 제20권3호
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• pp.47-57
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• 2018

PURPOSES : The permeable pavement type has been rapidly developed for solving problems regarding traffic noise in the area of housing complex and heavy rainwater drainage in order to account for the climate change. In this regards, the objective of this study is to figure out the characteristics of pavement types. METHODS : The laboratory test for deriving optimum asphalt content (OAC) was conducted using the mixtures of the permeable asphalt surface for the pavement surface from Marshall compaction method. Based on its results, the pavement construction at the test field was conducted. After that, the site performance tests for measuring the traffic noise, strength and permeability were carried out for the relative evaluation in 2 months after the traffic opening. The specific site tests are noble close proximity method (NCPX), Light falling deflectometer test (LFWD) and the compact permeability test. RESULTS : The ordered highest values of the traffic noise level can be found such as normal dense graded asphalt, drainage and porous structure types. In the results from LFWD, the strength values of the porous and drainage asphalt types had been lower, but the strength of normal asphalt structure had relatively stayed high. CONCLUSIONS :The porous structure has been shown to perform significantly better in permeability and noise reduction than others. In addition to this study, the evaluation of the properties and the determination of the optimum thickness for the subgrade course under the porous pavement will be conducted using ground investigation technique in the further research.

• 한국농공학회논문집
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• 제62권3호
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• pp.29-38
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• 2020

Since some warm-mix asphalt (WMA) concretes were known to show poorer rut resistance than the hot-mix asphalt (HMA) concretes, many studies were performed in efforts of improving its performance at high temperature. The reason is assumed to be due to the moisture remaining in aggregates dried at lower temperature. Therefore, not only the rut resistance, the crack resistance of WMA concrete was also in question. In this study, fatigue life of WMA concrete was evaluated in comparison with HMA using 3-point bending (3PB) beam test. The asphalt mixtures were prepared based on Korean mix-design guide using a 13 mm dense-graded aggregate and 6 binders; two HMA binders and four WMA binders. By 3PB fatigue test, normal (unmodified) and polymer-modified WMA concretes were evaluated in comparison with normal and polymer-modified HMA concretes at a low temperature (-5℃). The results showed that most of WMA concretes showed longer fatigue lives than HMA concretes, even though the same PG binders were used for HMA and WMA. This result indicates that the WMA concretes have stronger resistance against fatigue cracking than HMA at the low temperature, and this result is in contrast to the high-temperature performance test.