• 대한간호학회지
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• 제26권4호
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• pp.963-975
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• 1996

The purpose of this study was to call attention to the mental, physical and occupational hazards of the anticancer-drug-handling nurses by examining the possible urinary mutagenicity and measuring physical symptoms and stress level of the nurses exposed to anticancer drugs. The experimental group of the urinary mutagenicity assay was 14 nurses handling anticancer drugs at the medical wards of a hospital located in J city ; the control group was 12 psychiatric nurses of the same hospital. The test material was the nurses' 24hrs urine, which was concentrated by XAD-2 column chromatography. Tester strains were TA98(±S9 mix), TA100(±S9 mix), TA1535(±S9 mix) and TA1537(±S9 mix) ; Salmonella mammalian-microsomal test(Ames test) was employed for the urinary mutagenicity assay. The physical symptoms of which the nurses experienced were investigated through self-reports on open-questionnaires. The stress levels of the experimental group were measured by a stress measuring instrument developed by this author. Reliability of this instrument was found to be adequate (Cronbach's Alpha=0.9079). To ascertain the urinary mutagenicity of the experimental group, the mean and the standard deviation of the colonies of Tester strains appearing on the minimal plates were taken and compared differences between two groups. T-test was employed for the significance test of two groups. The physical symptoms were compared between the two groups through the analysis of the nurse' self-reports. The mean and standard deviation of the stress levels of the experimental group were also calculated and were examined through t-test. The results were summarized as follows : 1. The experimental group revealed significantly higher urinary mutagenicity both in the activation method test and the non-activation method test of the tester strains TA98, TA100 and TA1535. In the case of TA1537, two groups showed no difference in the non-activation method test, but the activation method revealed difference. 2. The physical symptoms were also much more frequently reported in the experimental group. 79.3% of the experimental group reported more than 1 kind of physical symptoms. On the other hand, 33.2% of the control group complained of 1 kind of physical symptom. The items with high symptom frequency were 'headache', 'itching sensation', 'corneal congestion', 'skin allergy' 3. The mean score of stress in the experimental group was 2.41(range 1-4). The experimental group showed the stress level above 2.0 in the 14 of 15 items in all. The highest stress level were recorded in the following items in the order quoted, 'I fear that anticancer drug may touch any part of body while handling it.', 'I feel concerned there is no protective countermeasure against anticancer drug handling.', 'I am afraid the anticancer drug handling may produce a fetal loss in the future'.

• 콘크리트학회논문집
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• 제18권2호
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• pp.151-159
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• 2006

강섬유보강 콘크리트는 일반 콘크리트에 비해 휨성능이 월등히 우수하지만, 아직까지 국내에는 이에 대한 명확한 배합설계 지침이 확립되어 있지 않은 상황이다. 또한, 강섬유를 2종이상 동시에 혼입하여 사용하는 하이브리드 섬유보강 콘크리트에 대해서는 최근에 들어서야 그 연구가 시작되었으며, 이에 대해서도 배합에 대한 구체적인 지침이 확립되어 있지 않다. 따라서 본 연구에서는 새로운 최적화 기법인 화음탐색법을 이용하여 강섬유 및 하이브리드 섬유보강 콘크리트의 최적배합 프로그램을 개발하였으며, 검증 실험을 수행하여 프로그램의 신뢰도를 높였다. 이는 현장 시험 배합횟수의 감소 및 배합설계의 편의성 향상 등에 도움이 될 것으로 기대된다. 또한, 실험 결과 동일한 강섬유 혼입률이라 하더라도, 하이브리드 섬유보강 콘크리트가 일반 강섬유보강 콘크리트보다 휨강도 및 휨인성 모두 우수한 것으로 나타났으며 이를 프로그램 상에 추가 반영하였다. 이는 세계적으로도 아직 연구 초기 단계에 있는 하이브리드 섬유보강 콘크리트의 휨 특성을 파악하는데에도 향후 연구의 발판이 될 것으로 생각되며, 지속적인 실험 및 연구로 보완이 된다면 보다 더 정밀도를 높일 수 있을 것으로 기대된다.

• 한국도로학회논문집
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• 제7권1호
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• pp.49-61
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• 2005

아스팔트 혼합물의 동탄성계수는 시험온도 하중주파수의 조합에 따라 각각의 동탄성계수값을 평가한다. 실험에서 얻어진 각각의 동탄성계수를 하중시간과 온도중첩원리를 이용하여 마스터곡선(Master Curve)을 결정한다. 본 연구의 주목적은 마스터곡선을 만들기 위해 필요한 3개의 다른 전이함수(Shift Factor)에 -즉, Arrhenius, 2002 AASHTO Guide, Experimental method- 따른 마스터곡선의 변화정도를 평가하는 것이다. 평가를 위해 사용된 골재는 화강암이고, 아스팔트(AP-3 및 AP-5)를 이용하여 표층용 및 기층용 아스팔트 혼합물의 동탄성계수를 평가하였다. 배합설계는 Superpave Level 1 기준을 준용하였고, 다짐은 선회다짐기를 이용하였다. UTM시험기를 이용한 동탄성계수 시험은 5개의 온도(-10, 5, 20, 40, 55도) 및 5개의 하중주파수(0.05, 0.1, 1, 10, 25 Hz)를 이용하였고, 각각의 아스팔트 혼합물의 위상각 및 동탄성계수를 평가하였다. 측정된 값을 이용하여 Sigmoidal Function방정식을 만족하는 입력변수를 결정하기 위해 전이함수 및 활성에너지 (activation energy)를 결정하였다.

• 콘크리트학회지
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• 제7권6호
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• pp.224-232
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• 1995

최근 일부 외국에서는 종래의 수중 콘크리트와 다른 관점으로부터 수중에서 쉽게 분리되지 않고 타설방법도 용이한 특수 혼화제가 개발되어 실험과 시공에서 성공하였고, 이런 특수 콘크리트(수중 비분리 콘크리트)는 점차 사용 규모와 시공 방법이 확대되고 있는 추세이다. 본 논문에서는 수중 비분리 콘크리트에 대한 성공적인 실험, 시공사례를 참고하여 수중 비분리성 혼화제 및 다른 혼화제의 첨가 방법을 달리하였을 경우, 수중 비분리 콘크리트의 물성변화를 검토하였고, 비교적 정온 상태의 해상 환경에 적용할 수 있는 수중 비분리 콘크리트의 최적 배합을 결정하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.293-300
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• 1999

Soilcrete has been the traditional material for the paving and soft ground improvement techniques. But because the durability is not excellent and the quality is not homogeneous, it has not been used for the various purposes up to date. And because the quality of soilcrete is apt to be changed by the content of water and soil stabilizer, and the kind of soil and soil stabilizer, it is not free of cares. But with the increase of naturally oriented needs for the light traffic road such as pedestrian roads of the garden, golf courses and sidewalks, the cases of soilcrete paving has been increased recently. This study aims at making the reference table of the mix design in accordance with the required design specifications for the soilcrete admixtures by the FGC soil stabilizer by using the statistical experiment method. The treated soil is the clay which are widely spreaded in Korea. As the results of this study we can derive the effective reference mix design table for the clay soil treated by the FGC soil stabilizer in accordance with the compressive strength of 50∼200kg/$\textrm{cm}^2$ soilcrete with respect to the contents of water, soil stabilizer and fine sand.

• 한국환경과학회지
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• 제10권1호
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• pp.35-39
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• 2001

The mutagenicity of the river water of Nakdong river estuary was determined by Ames test using the blue rayon suspension method. Samples were collected from 10 sites in the estuary once in each season of 1998. The samples collected from the sites where industrial waste discharge on May were mutagenic, but the other samples were not mutagenic. The sample collected from the site 1 located near the industrial area (Hadan-dong) were highly mutagenic in the TA98 with (+S9) and without (-S9) mix as well as in the TA100 with (+S9) and without (-S9) S9 mix, suggesting that the river water of this site is polluted by direct and indirect mutagens of frame-shift type as well as direct and indirect mutagens of base-replacement type. The positive mutagenicity, although relatively low, was also detected in TA98 with (+S9) and without (-S9) S9 mix in the extract of the site 4 near the industrial area(Jangrim-dong), suggesting that the primary mutation type is frame-shift. The negative mutagenicity from July to December at the sites (1-4) near the industrial area seems to be affected by the low economic growth rate in 1998 in Korea. On the other hand, the negative mutagenicity in all extracts collected from the sites 5-10 near the residential area where living sewage discharge, suggests that the river water was not polluted by mutagens.

• Advances in concrete construction
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• 제9권2호
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• pp.183-193
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• 2020

The present investigation is to identify an optimum mix combination amongst 28 different types of artificial lightweight aggregates by pelletization method with aggregate properties. Artificial aggregates with different combinations were manufactured from fly ash, cement, hydrated lime, ground granulated blast furnace slag (GGBFS), silica fume, metakaolin, sodium bentonite and calcium bentonite, at a standard 17 minutes pelletization time, with 28% of water content on a weight basis. Further, the artificial aggregates were air-dried for 24 hours, followed by hardening through the cold-bonding (water curing) process for 28 days and then testing with different physical and mechanical properties. The results found the lowest impact strength value of 16.5% with a cement-hydrated lime (FCH) mix combination. Moreover, the lowest water absorption of 16.5% and highest individual pellet crushing strength of 36.7 MPa for 12 mm aggregate with a hydrated lime-GGBFS (FHG) mix combination. The results, attained from different binder materials, could be helpful for manufacturing high strength artificial aggregates.

• 한국도로학회논문집
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• 제16권4호
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• pp.21-33
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• 2014

PURPOSES: The purpose of this study was to break away from the workforce method using cold-mix asphalt mixtures and has a constant quality and has develop repair materials of pre-production asphalt-precast types. METHODS: The selection of the repair material was determined as the results obtained through physical properties of materials and the field applicability. In case of repair materials, values obtained through Marshall stability test & the dynamic stability test & retained stability test as well as the site conditions was considered. In case of adhesive, test results were obtained through examination of the bond strength(tensile, shear) and the field applicability of the adhesive was examined through combined specimens to simulate field applications. RESULTS : According to the results of laboratory tests, in the case of repair materials, Marshall stability and dynamic stability, retained stability of cold-mix reaction type asphalt mixture is the highest. In the case of adhesive, two-component epoxy-urea has a very high bonding strength(tensile, shear) was most excellent. According to the results of field tests, when epoxy-urea was excellent workability. Also, the repair body through actual mock-up test did not occur large deformation and fracture after 12 months. CONCLUSIONS : A suitable repair material is cold-mix reaction type mixture of asphalt-precast, a suitable adhesive is a two-component epoxy-urea.

• 자원ㆍ환경경제연구
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• 제25권2호
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• pp.299-320
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• 2016

본 연구는 자료포락분석의 target-setting approach를 기초로 우리나라 16개 지자체의 에너지 효율성을 추정하고, 에너지 효율향상을 통해 저감할 수 있는 에너지 소비수준을 계측한다. 나아가 에너지 믹스변화에 의한 지역별 환경성과를 분석하고 그에 따른 이산화탄소 감축효과를 평가한다. 분석결과, 표본기간 2004년~2013년 동안 평균적으로 14.0%의 에너지 비효율이 존재하며, 특히 석유연료의 비효율적 사용이 주요 광역시를 중심으로 크게 나타났다. 또한 에너지 소비구조의 변화를 통해 에너지 효율향상과 추가적인 이산화탄소 저감가능성이 발생하며, 적극적인 에너지 믹스전략의 필요성을 확인할 수 있었다.

• 한국농공학회논문집
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• 제58권2호
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• pp.83-90
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• 2016

This study was performed to evaluate the effective analysis of flexural performance for polypropylene fiber (PF) reinforced EVA concrete that can be used in marine bridge, tunnel and agricultural structures under flexural load. The control design was applied in ready mixed concrete using 10 % fly ash of total binder weight used in batch plant. On the basis of the control mix design, there was designed mix types that contained PF ranged from 0 % to 0.5 % by volume ratio into two mix types of using 0 % and 5.0 % EVA contents of total binder weight. Before evaluating the flexural performance, we tested compressive strength and flexural strength to evaluate whether polypropylene fiber reinforced concrete could be used or not in site. The method of flexural performance evaluation was applied by ASTM C 1609. These results showed the maximum compressive strength and flexural strength was measured at each E5P1 and E5P2. Concrete reinforced with PF exhibited deflection-softening behavior. In the concrete reinforced with 0.4 % PF contents and containing 5.0 % EVA, the flexural performance was the best.