• Elastomers and Composites
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• 제46권4호
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• pp.324-328
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• 2011

신발 밑창용 CIIR에 BR, SBR 및 NBR을 다양한 조성으로 혼합하여 블렌드물의 내마모성과 마찰계수에 미치는 영향을 고찰하였다. CIIR이 BR에 블렌딩됨에 따라 CIIR이 BR의 결정 형성을 방해하며, 이것이 BR/CIIR 블렌드물의 내마모성을 급격히 감소하는 요인 중의 하나로 작용하는 것으로 이해된다. BR/CIIR 블렌드물에서 BR의 함량이 증가함에 따라 $tan{\delta}$ 피크 면적이 저하하였으며, 블렌드물의 마찰계수도 유사하게 저하하는 경향을 나타내었다. CIIR에 BR을 첨가함에 따라 블렌드물의 응력완화율 및 반발탄성이 감소하였으며, 블렌드물의 반발탄성에 영향을 미치는 것으로 추정된다.

• 한국지반공학회논문집
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• 제16권1호
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• pp.5-17
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• 2000

본 연구에서는 대구ㆍ경북지역에 분포하는 셰일, 이암, 실트스톤, 사암에 대한 물리ㆍ역학적 특성을 실험실과 현장에서 측정하였다. 절리와 층리가 잘 발달한 퇴적암에서 일축압축 시험을 위한 암석코어 시료를 확보하기가 어렵다. 그래서 퇴적암에 대해서 점하중강도, 슈미트해머 반발치, 압열인장강도, p-파속도, 흡수율등의 특성값들과 일축압축강도의 상관성을 분석하였다. 그 결과 퇴적암의 일축압축강도를 제반지수를 이용하여 평가할 때 기존의 상관식은 일축압축강도를 크게 평가하는 것으로 나타났다. 또한 암석의 화학성분과 광물성분을 XRF와 XRD분석을 통해 조사하였다. 추가적으로 육안식별에 의한 풍화등급 구분은 주관적인 경향에 따라 다르게 분류되는 혼란이 야기되므로 점하중강도, 슈미트해머 반발치, 흡수율과 같은 지수들을 이용하여 암석의 풍화도를 정량적으로 나타내었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.737-740
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• 2003

In this study, the influence of cement factor on the early strength gain and the other properties of concrete is discussed. According to the result, the setting time is faster in order of alumina cement(AC), high-early-strength cement(HSC) and ordinary Portland cement(OPC), and when OPC are replaced with HSC and AC, the final setting time is faster than when only OPC is used. At 10% replacement of AC, the instant setting happens. As the particle of cement is minute, setting time is shortened. As the properties of hardened concrete, the time when compressive strength of 5㎫, which the form can be removed, is gained is about 18 and 16 hours in the case of OPC and HSC respectively, and in the case of AC, it is about 5 hours. It also shows 16 hours at the replacing ratio of HSC of 50%, and 26 and 72 hours at the replacing ratio of AC of 5 and 10% respectively. And it shows 21, 16 and 12 hours with variation of fineness of cement, so early strength gain is fast with an increase of fineness. The coefficient of correlation between compressive strength and the rebound value is over 0.97, is very favorable. Therefore, if the rebound value of P type Schmidt hammer is more than 25, it is thought that the side forms can be removed.

• 터널과지하공간
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• 제14권4호
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• pp.261-268
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• 2004

The main objectives of this study are to investigate the anisotropic characteristics of rocks and to evaluate the relationships between physical properties. A series of experiments were performed in three mutually perpendicular directions for three rock types, which are granite, granitic gneiss and limestone. The relationships of measured physical properties were evaluated. The results of ultrasonic wave velocity measurement show that granite of three rock types gives the largest directional difference, and that the wave velocity in a plane parallel to a transversely isotropic one is dominantly faster than that in a subvertical or vertical plane. It implies that ultrasonic wave velocity for rock could be used as a useful tool for estimating the degree of anisotropy. The ratio of uniaxial compressive strength to Brazilian tensile strength ranges approximately from 13 to 16 for granite. from 8 to 9 for granite gneiss, and from 9 to 18 for limestone. The directional differences for granite and granitic gneiss are very small, and on the other hand, is relatively large for limestone. It is suggested that strength of rock makes quite difference depending on the rock types and loading directions, especially for the anisotropic rocks such as transversely isotropic or orthotropic rocks. The ratio of uniaxial compressive strength to point load strength index ranges from 18 to 20 for granite, from 17 to 19 for granitic gneiss, and from 21 to 24 for limestone. These results show that point load strength index makes also a difference depending on rock types and directions. Therefore. it should be noted that the ratio of uniaxial compressive strength to point load strength index could be applied to all rock types. Uniaxial compressive strength shows relatively good relationship with point load strength index, Schmidt hammer rebound value, and tensile strength. In particulat, point load strength index is shown to be the best comparative relationship. It is indicated that point load test is the most useful tool to estimate an uniaxial compressive strength indirectly.

• Journal of Korean Neurosurgical Society
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• 제57권3호
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• pp.197-203
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• 2015

Objective : The potassium disturbance associated with thiopental continuous infusion in neurosurgical patients is well known. However, the effect of propofol continuous infusion on serum potassium levels has not been investigated extensively. Methods : We reviewed the medical records of 60 consecutive patients who received coma therapy or deep sedation for intracranial pressure control using either thiopental or propofol between January 2010 and January 2012. Results : The overall incidence of hypokalemia (K<3.5 mmol/L) was comparable between thiopental and propofol groups (89.2% vs. 82.6%). But, the incidence of moderate to severe hypokalemia (K<3.0 mmol/L) was significantly higher in thiopental group (51.4% vs. 13.0%, p=0.003). The lowest potassium level (2.9 mmol/L vs. 3.2 mmol/L, p=0.020) was lower in thiopental group. The patients in the thiopental group required greater potassium replacement than the propofol group patients (0.08 mmol/kg/h vs. 0.02 mmol/kg/h, p<0.001). On multivariate analysis, thiopental [odds ratio, 95% confidence interval, 7.31 (1.78-27.81); p=0.005] was associated with moderate to severe hypokalemia during continuous infusion. The incidence of rebound hyperkalemia (K>5.0 mmol/L, 32.4% vs. 4.3%, p=0.010) and the peak potassium concentration (4.8 mmol/L vs. 4.2 mmol/L, p=0.037) after the cessation of therapy were higher in thiopental group. On multivariate analysis, thiopental [8.82 (1.00-77.81); p=0.049] and duration of continuous infusion [1.02 (1.00-1.04); p=0.016] were associated with rebound hyperkalemia once therapy was discontinued. Conclusion : Propofol was less frequently associated with moderate to severe hypokalemia after induction and rebound hyperkalemia following the cessation of continuous infusion than thiopental.

• 대한토목학회논문집
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• 제39권1호
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• pp.115-122
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• 2019

강섬유 습식Shotcrete는 굳지 않은 콘크리트를 노즐로부터 소정의 위치에 부착시키는 콘크리트를 시공함으로서 원지반 자체의 전단강도를 증가시켜 품질을 향상시키고 터널의 안정화를 도모한다. 강섬유 습식Shotcrete는 인장 저항능력을 증대시킴으로써 국부적인 균열의 생성 성장을 억제하는 콘크리트의 강도와 역학적 거동 특성을 개선 및 보강한다. 또한, 강섬유 습식Shotcrete는 불연속의 짧은 강섬유를 콘크리트 속에 균등하게 분산시켜 인장강도, 휨강도, 균열에 대한 저항성 등을 개선한 Shotcrete이다. 이 연구에서는 NATM 터널의 숏크리트에 대한 압축강도 시험과 휨강도 시험을 실시하고 숏크리트타설 압력을 900 RPM, 1,000 RPM, 1,100 RPM으로 변화시켜 리바운드 감소율을 측정하였다. 따라서 국내 NATM 터널공사에 적용할 수 있는 자료를 제시하였다.

• Elastomers and Composites
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• 제31권5호
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• pp.347-352
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• 1996

A natural rubber was blended with a butadiene rubber with different ratios. A natural rubber, along with three different blends, its ratio varying from 10 to 15 to 20 weight %, were prepared and tested. It was found that inclusion of the butadiene rubber increased cure time, compared to the natural rubber. It is speculated that increased free volume due to the inclusion of butadiene rubber contributed to this effect. Furthermore, inclusion of butadiene rubber led to increase hardness of a sphere, and as a result, the extent of rebound increased sharply.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2008년도 춘계 학술논문 발표대회
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• pp.117-121
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• 2008

This study investigates practical application of high early strength type concrete using fine particle classifying cement, and the results are summarized as following. The replacement use of FC 30% did not great influence on concrete mix, therefore mixing without additional SP and AE was available using equal mix with OPC. The ratio of increasing temperature by heat of hydration was similar with OPC, and the compressive strength was over then 5MPa at -28℃ outside temperature on 2nd day. Therefore, it is considering that the first purpose, the effect of shortening terms of work by early demolding, will be available. The rebound rate of type "P" schumidt hammer was relative with compressive strength, and the rebound rate for verifying 5MPa of compressive strength was estimated about 55 considering rate of safety. Therefore, assuming demolding date is available efficiently.

• Elastomers and Composites
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• 제36권1호
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• pp.14-21
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• 2001

신발 중창용 소재인 ethylene vinyl acetate (EVA) 발포체의 인장강도, 반발탄성, 영구압축줄음율 (compression set) 등의 물성을 향상시킬 목적으로 ethylene-1-butene copolymer (EtBC)를 EVA에 블렌드하여 가교특성을 조사하였으며, 발포체를 제조한 후 셀의 구조적 특성 및 발포체의 기계적 물성을 조사하였다. EVA/EtBC 블렌드에서, EtBC의 함량이 증가할수록 블렌드의 점도 및 가교 밀도는 증가하여 oscillating disk rheometer (ODR)에서 높은 torque 값을 나타내었으며 발포배율은 감소하였다. 발포제 함량의 증가에 따라서 발포배율 및 셀의 크기는 증가하였다. 발포체를 동일 비중에서 비교하였을 경우, EtBC 함량이 증가할수록 EVA/EtBC 발포체의 인장강도, 영구압축줄음율, 반발탄성 등 기계적 물성이 우수해졌다.

• Elastomers and Composites
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• 제6권1호
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• pp.71-81
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• 1971

The intention of this study is to investigate the properties of polymer blend, NBR/PVC vulcanizates and blending procedures such as roll-mixing temperatures and sequences for polymer blending of NBR and PVC(resin type). The results obtained are as follows: 1. The roll temperature applied for polymer blending is around $150^{\circ}C$. At this temperature region, the degradation of rubber stock, which may be caused by heat, can be minimized and mill processing in practical application in industries can also be facilitated. 2. It is obviously necessary that a small amount of plasticizers should be added to the stock for improving processibility of roll mixing and physical properties. 3. On roll-mixing sequence, it is more effective that PVC compounded with plasticizer is added to NBR milled on hot roll. 4. The vulcanizates of the blends with different degree of polymerization of PVC ale similar to one another in properties. 5. NBR/PVC(70/30) blends shows the better physical characters than eve,-made foreign latex blend except abrasion-resistance. 6. As PVC addition ratio is increased, the physical properties such as resistance to ozone, tear, heat and oil and tensile strength, modulus, hardness have also improved, on the other hand, tension set and rebound character decreased. 7. The curve of ultimate elongation have point of inflection at the ratio of $30\sim40$ part of PVC. 8. While CR is blended, the physical properties such as brittle point, rebound and resistance to oil in high temperature have improved. 9. Polymer blend of NBR and domestic PVC is applied for the industrial utility such as rubber sole and heel, electric wire cover and oil-resistant packing, coating and gasket, printing roll, film for food packing etc.