• Journal of Korea Soil Environment Society
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• v.5 no.3
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• pp.77-85
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• 2001

This study was carried out to show the groundwater quality in the shallow aquifer at the plastic film houses area near livestock areas in Kyong=n river. The study was conducted at 31 sites in Pogok Myon. Yongin City, Kyonggi Province on March, June and August in 1998, Medium value of CO $D_{cr}$ by survey months was as follows ; June(8.0mg/L) > April(4.4mg/L) > August(3.2mg/L). And the value of $NH_3$-N showed same tendency ; June (0.21mg/L) > April(0.08mg/L) > August (0.04mg/L). In case of nitrate- nitrogen, the changes by survey months were shown similar. But 28% of survey sites exceeded to agricultural groundwater quality reference level(20mg/L). And sulfur concentrations at some survey sites exceeded the reference level(50mg/L). But the other items of water quality were shown to suitable level for agriculture. The result showed that groundwater quality management should be taken for agricultural using at the livestock and plastic film house areas.

• Journal of the Korean Society of Food Science and Nutrition
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• v.23 no.5
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• pp.743-749
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• 1994

This study was designed to investigate the effect of dietary ${\beta}-carotene$ level on the lipid metabolism and lipid peroxide metabolizing enzyme activities in rats. Male Sprague -Dawley rats were fed on diets containing five levels of ${\beta}-carotene$ (0, 10, 120, 1200, 12000mg/kg diet ; BC 0, BC 1, BC 2, BC 3, BC 4 group). The rats were sacrificed after 7 weeks of the feeding periods. Lipid peroxide value of mitochondrial fraction of rat liver was elevated in ${\beta}-carotene$ restriction group when compared to $\beta$ -carotene groups. Superxide dismutase activity increased significantly by ${\beta}-carotene$ supplementation. Both catalase and glutathione peroxidase activities were reduced with increasing ${\beta}-carotene$ supplementation, except only ${\beta}-carotene$ restriction group. In liver, the contents of total lipid and cholestero decreased by ${\beta}-carotene$ supplementation but triglyceride content was not different among treatment groups. HDL-and total cholesterol ratio in plasma of 12, 000 ${\beta}-carotene$ group decreased, and was similar to that of ${\beta}-carotene$ restriction group.

• Proceedings of the Korea Technical Association of the Pulp and Paper Industry Conference
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• 2001.11a
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• pp.54-54
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• 2001

지필의 수축 현상은 섬유의 특성, Forming 공정에서 섬유배향Drying, 온도조건, Size P Press Y- Coating 공정 에서 Rewetting, 공정 중의 Tension, Draw등에 의 해 영 향을 받게 된다. 특히 Drying 공정에서는 지필 수분이 증발하면서 섬유의 자체 수축 및 섬유결합 부의 Micro compression이 발생하게 된다. 그리고 Draw, Canvas Tension, Cylinder 온도둥과 같은 공정 조건의 변동에 따라 지필 수축률의 차이가 발생하며 제품의 M MD/CD의 강도적 특성 및 칫수안정성 컬등의 품질과 상관성을 갖는다. 일반적으로 제 품의 신축률을 측정하는 일반적인 방법은 Reel 샘플을 일정시간 침수하여 종이 내부의 응력을 제거한 후 전후의 치수 차이를 비교하는 것이다. 그러나 이 방법을 통해서는 실 질적으로 Dryer 내부의 어느 단계에서 어느 정도의 수축이 발생하는지를 판단할 수는 없다. 본 연구는 Dryer에서 Reel 까지의 종이 수축 변화를 On - Line상에서 직접 측정한 적 용 사례와 공정 조건에 따른 지필 수축의 변화를 측정한 결과에 대한 것이다. 여기서 사용된 On-Line 지필 수축기는 직진성의 레이저를 이동식 지지대에 설치하여 전/후측 의 지필과 Cy linder 양끝의 거리 차이를 측정하여 지필의 폭을 계산할 수 있도록 자체 개발하였다. 이 설비를 이용하여 Dryer 내부에서 지필 수축이 급격이 일어나는 C Cylinder 군을 찾아 스팀압력과 Bel Run의 진공도, Canvas Tension, Draw 공정조건을 조정하였고 결과적으로 제품의 신축률 개선 효과를 가져올 수 있었다. 본 연구에서 개발한 On-Line 지필 수축 측정 기법은 종이 칫수 안정성과 관련하여 향후 공정 최적화 작업의 진단 도구로서 적극적으로 활용할 수 있을 것으로 기대된다.었다. 특히 지분의 경우, 참여한 회사의 지분관련 complain이 약 80% 정도 감소하는 결과를 나타 내었다. 또한 백상지의 경우 ink jet 프린터에 많이 사용됨으로 ink jet 프린터의 인쇄 적성을 image analyzer로 측정한 결과 산화전분 보다 향상된 결과를 나타내었다. 있다 고 사료되었다.칼비터에 의한 고해나 큰 물성적으로 큰 차이를 보이지는 않고 있 었다. 단지 섬유의 차이가 고해방식의 차이보다 월등히 크다는 사실을 보이고 있다 이러한 점은 섬유장의 길이에서도 볼 수 있다. 칼비터가 섬유를 절단하기만 하고 닥방망이 고해가 섬유장의 변화를 일으키지 않는다면 틀림없이 평균 섬유장의 차이가 생길것이다.의 여수도가 7 70% 이상 개선되는 것으로 나타났다.측정하였다. 또한 카르복실기 정량과 종이의 pH 측정 및 X -ray Diffractometer를 이용하여 결정화도를 측정하였다. 본 연구의 결과, 시간의 경과에 따라서 탄소의 결합에너지는 분포가 C-H에서 COO-, 또는 C=O로 달라짐으로써 종 이가 산화되고 있다는 것을 알 수 있었다. 또한 이 결합에너지 분포의 변화가 펄프의 종류 에 따라서 다르게 이동함으로써 제조된 시트의 표면 산화반응이 서로 다르게 일어나고 있음 을 알 수 있었으며, 이는 사용한 펄프의 화학 조성분의 차이에 기인한 것이라 사료된다.>NW 단열군이 연구지역 내에서 지하수 유동성이 가장 높은 단열군으로 추정된다. 이러한 사실은 3개 시추공을 대상으로 실시한 시추공 내 물리검층과 정압주입시험에서도 확인된다.. It was resulted from increase of weight of single cocoon. "Manta"2.5ppm produced 22.2kg of cocoon. It is equal to 9% increase in index, as compared to that of control.

• Journal of the Korean Crystal Growth and Crystal Technology
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• v.24 no.5
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• pp.213-218
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• 2014

An investigation of the influence of $WO_3$ addition with different precursors and preparation methods on the phase formation and selective catalytic reduction (SCR) efficiency of anatase-$TiO_2$ powders has been carried out. An anatase-$TiO_2$ synthesized by precipitation process was used as a catalyst support. For $WO_3(10wt%)/TiO_2$, the W loading to the $TiO_2$ support led to the lower in anatase to rutile transition temperature to ${\sim}900^{\circ}C$ from $1200^{\circ}C$ of the $TiO_2$ support alone. In the case of $WO_3(10wt%)/TiO_2$ SCR powders obtained from a wet process with ammonium meta-tungstate (AMT) precursor, the highest $NO_X$ conversion efficiency was achieved at $450^{\circ}C$ remaining high efficiency at $500^{\circ}C$, while the same composition prepared from a dry process with $WO_3$ addition showed the lowered efficiency with temperature after reaching the efficiency maximum at $350^{\circ}C$. The same tendency has been found that the $V_2O_5(5wt%)-WO_3(10wt%)/TiO_2$ SCR powders obtained from the wet process with AMT precursor has shown the superior $NO_X$ conversion efficiency over 90 % in a wider temperature range of $300{\sim}500^{\circ}C$.

• Journal of Korean Public Health Nursing
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• v.15 no.1
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• pp.96-110
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• 2001

The purpose of this study was to examine the effect of emotional and informational support intervention on role stress and depression of primary family caregivers caring stroke patients and to develop an effective nursing intervention method for them. This study selected the quasi-experiment, based on pre-test and post-test design of non-equivalent control group as a method of study. This study was conducted with 69 primary family caregivers caring stroke patients hospitalized in K and D hospitals in Daegu from August 20 to October 25, 2000. Out of them, 34 were placed in the experimental group, and 35 in the control group. The emotional and informational intervention program was divided into two aspects-emotional support and informational support- and executed three times, using prepared instruments and a guidebook. The intervention program consisted of the 1st intervention for one or one-half hour, the 2nd intervention for 30 minutes in two or three days after the 1st intervention. and the 3rd intervention for 30minutes in another two or three days after the 2nd intervention. Pre-test was carried out just before the 1st intervention, and the post-test was carried out right after the 3rd intervention, in order to collect data. The measuring instrument of role stress used was one that was modified to the role stress instrument of Yang Young-hee(1992) and the stress instrument of Choi Eun-sook (1992). The reliability was Cronbach's $\alpha=.8271$. The measuring instrument of depression used was one that was developed by Beck(1967) and standardized by Han Heung-moo et al(1986). The reliability was Cronbach's $\alpha=.8693$. Data were analyzed with percentage, mean, standard deviation, $x^2-test$, t-test and Paired t-test by using SPSS 9.0 program. The results of this study are summarized as follows: 1. Role stress score of the experimental group was revealed to be significantly lower than that of the control group 2. Depression score of the experimental group was revealed to be significantly lower than that of the control group Accordingly, the emotional and informational support intervention can be a way to reduce role stress and depression of primary family caregivers caring stroke patients.

• Journal of Korea Game Society
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• v.15 no.1
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• pp.63-76
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• 2015

The purposes of this study are, firstly, to investigate the relationship between the online and mobile game players' psychological aspects (reference group, government regulation, game contents) and their game experience and overindulgence in games and, secondly, to suggest possible ways to reduce overindulgence in games. The implications of this research are as follows; Firstly, families and school authorities should strive to make sports and other pastime activities popular among peer groups rather than allowing online and video games to become only source of popularity among peer groups. Secondly, it is better for families members to establish a set of rules for controlling their children's time spent on online and mobile games rather than entirely forbidding the games. Family members should also strive to have more family conversations and to find a common source of interests. Thirdly, government should strive to develop policy responses to the overindulgence in games based on practical research and analysis. Fourthly, game makers should pay more attention to the components and expressions used in their games so as to draw game players' interests to the story and design of the games. Game makers also need to consider elements in their games that may potentially cause overindulgence in the development stage. Lastly, game players should strive to find new leisure activities besides online and mobile games that they can enjoy and have good experience with.

• Journal of the Korean Geosynthetics Society
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• v.14 no.3
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• pp.31-42
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• 2015

The Reinforced subgrade for railroad (RSR) was constructed for one way railway line with the dimension of 5 m high, 6 m wide and 20 m long to evaluate its performance under train design load. The RSR has characteristics of short length (0.3-0.4 H) of reinforcement and rigid wall, 30 and 40 cm vertical spacing of reinforcement installation. To enhance economics and constructability, three kinds of connections (welding, hinge & bolt, bold wire) were also designed to realize the integration between rigid wall and reinforced subgrade. Two times of static loading tests were done on the full size railroad subgrade. The maximum applied pressure was 0.98 MPa (the maximum test load 5.88 MN), which corresponds to 19.6 times of the design load for railroad subgrade, 50 kPa. The performance on the RSR was evaluated with the safety on the failure, subgrade bearing capacity and settlement, horizontal displacement of wall, and reinforcement strain. Based on the full scale test, we confirmed that the RSR with the conditions of 0.35 H (35% of height) short reinforcement length, hinge & bolt type connection for integration between rigid wall and reinforced subgrade, and 40cm vertical spacing of reinforcement installment shows good performance under train design load.

• Journal of the Korean Geosynthetics Society
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• v.17 no.1
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• pp.111-118
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• 2018

In case of excavation of the tunnel under weak ground conditions, such as fault zone, leg pile reinforcement with the purpose of suppressing tunnel crown settlement and side wall displacement is commonly applied. There are convergence, crown settlement, leg settlement, and the axial force of leg as a main factor for confirming the safety of support considering the installation angle and length of leg pile reinforcement according to the increase in rate of change of tunnel cross-section. In particular, the influence of right corner settlement, among variables for safety confirmation during excavation, has been analyzed as the dominant factor in the most important priority management showing larger displacement tendency than the increase in rate of the cross-section. And, it was analyzed that the occurrence tendency of axial force on leg pile reinforcement showed the influence of behavior according to the friction support concept mechanism of the pile reinforcement rather than the increase in rate of tunnel cross-section, as it showed a small increase compared to the increase rate of the tunnel cross-section which did not show a great correlation from the viewpoint of the change of the axial force by the length of each leg pile reinforcement with regards to the change in rate of increase in tunnel cross-section. If a certain length of the leg pile reinforcement is selected based on the above grounds, even if the cross-section of the tunnel in poor ground condition is somewhat larger, it has been proved to be a more reasonable method considering the workability and economical efficiency by not extending the length of the leg pile reinforcement by force.

• Journal of the Korean Geosynthetics Society
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• v.17 no.3
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• pp.19-32
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• 2018

Gravel Compaction Pile (GCP) method is currently being designed and constructed by empirical method because quantitative design method has not been developed, leading to various types of and frequent destruction such as expansion failure and shear failure and difficulties in establishing clear cause and developing measure to prevent destruction. In addition, despite the difference with domestic construction equipment and material characteristics, the methods applied to the overseas ground is applied to the domestic as it is, leading to remarkable difference between applied values and measured values in variables such as bearing capacity and the settlement amount. The purpose of this study was, therefore, to propose a reasonable and safe design method of GCP method by analyzing the settlement and stress behavior characteristics according to ground strength change under GCP method applied to domestic clay ground. For the purpose, settlement amount of composite ground, stress concentration ratio, and maximum horizontal displacement and expected location of GCP were analyzed using ABAQUS. The results of analysis showed that the settlement and Settlement reduction rate of composite ground decreased by more than 60% under replacement ratio of 30% or more, that the maximum horizontal displacement of GCP occurred at the depth 2.6 times pile diameter, and that the difference in horizontal displacement is slight under replacement ratio of 30%.

• Journal of the Korean Geotechnical Society
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• v.20 no.5
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• pp.67-78
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• 2004

Soil-steel bridges are made of flexible corrugated steel plates buried in the well-compacted granular soil. One kind of possible collapses of these structures could be initiated by shear or tension failure in the soil cover subjected to vehicle loads. Current design codes provide the requirements for the minimum depth of the soil cover to avoid problems associated with soil cover failures. However, these requirements were developed for short span (less than 7.7 m) structures which are made of unstiffened plates of standard corrugation (150$\times$50 m). Numerical analyses were carried out to investigate the behavior of long span soil steel bridges according to thickness of the soil cover. The span of structures were up to 20 m and deep corrugated plates (381$\times$140 m) were used. The analysis showed that the minimum cover depth of 1.5 m could be sufficient to prevent the soil cover failure in the structures with a span exceeding 10 m. Additional analyses were performed to verify the reinforcement effect of the concrete relieving slab which can be a special feature to reduce the live-load effects. Analyses revealed that the bending moment of the conduit wall with a relieving slab was less than 20% of that without a relieving slab in a case of shallow soil cover conditions.