• 분석과학
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• 제22권6호
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• pp.471-479
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• 2009

본 연구에서는 PCBs 함유 고상폐기물의 효율적 관리를 위해 현행 폐기물 공정시험방법의 용출 시험방법을 고상폐기물 종류별 표면채취법, 부재시험방법, 세정시험방법 등의 함량시험방법과 비교검토하여 PCBs 함유 고상폐기물의 시험방법(안) 및 기준(안)을 마련하였다. 우리나라의 표면채취법에 의한 비함침성 고상폐기물의 규제기준은 미국 및 일본과 같은 수준으로 각 국의 액상폐기물인 절연유 기준과 표면채취법에 의한 처리기준의 수치적 관계를 이용하여 산출하는 것이 타당한 것으로 판단되어진다. 이에 PCBs 함유 고상폐기물 중 규소강판 등 표면채취가 가능한 평면형 비함침성 부재는 표면채취법으로 시료를 채취하여 함량분석법으로 분석하는 경우, 비함침성 고상폐기물의 규제기준(안)을 $0.4 {\mu}g/100cm^2$으로 설정하였다. 또한, 표면채취가 어려운 시료를 일정한 크기로 잘라 부재를 채취한 후 함량분석법으로 분석하는 경우에는 규제기준을 0.04 mg/kg을 제안하였다.

• 한국지반신소재학회논문집
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• 제5권1호
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• pp.25-32
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• 2006

방조제 공사는 바다를 막아 바닷물의 흐름을 차단해가는 과정으로 육상공사와는 달리 수심이 깊고 파랑이 심한 바다에서 이루어지는 공사이기 때문에 축조재료의 유실이 많고 심할 경우 방조제가 붕괴되는 위험이 큰 공사이다. 특히, 방조제의 끝막이 단면은 대규모 사석과 돌망태 등을 이용하여 시공하므로, 구성 재료가 불규칙하고 간극이 크기 때문에 일반적인 지반내의 침투흐름보다 상당히 빠른 침투가 발생된다. 본 연구에서는 방조제 끝막이 후 축조된 사석단면과 후속공정을 통하여 축조되는 방조제단면에 대한 실내 침투모형시험을 수행하여 침투거동을 예측 및 분석하였다. 다양한 조위변화를 재현하여 근고공 필터매트 시공에 따른 사석단면내의 유속변화, 침윤선 분포 등을 계측하여 침투거동을 분석하였다. 실내 침투모형시험 결과, 끝막이 사석단면의 침투유속은 최대 1.7m/sec 발생하였으며, 근고공 필터매트 시공에 따라 최대 침투유속이 23.7% 감소하였다.

• 한국지반공학회논문집
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• 제30권10호
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• pp.19-31
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• 2014

원심모형실험 중 지반모형의 상태 변화를 입체적으로 파악하기 위한 방법으로 전기비저항 탐사를 시도하였다. 탐사 시스템은 현장에서 널리 사용되는 검증된 상용 장비를 바탕으로 하였다. 컴퓨터 원격 조정으로 실험 시설 내에 설치된 탐사 장비를 통제하고 실시간 해석을 통해 결과 영상을 원심 모형실험 중에 바로 확인할 수 있도록 구성하였다. 구축된 탐사 시스템의 안정적 구동 여부를 점검하기 위해 불포화상태로 조성된 모형 지반 상단에 염수를 떨어뜨려 지반 내부로 이동하게 하고 전기비저항 탐사를 수행하였다. 10g로 원심력을 가한 상태에서 실험을 수행하고 시간대별 염수 침투상황을 전기비저항 영상으로 확인하였으며 일반 중력장에서 동일하게 실험한 결과와 비교하였다. 실험 종료 뒤 모형지반 수직 절단면을 이용하여 직접 측정한 전기비저항 값과 획득한 영상을 비교함으로써 신뢰성을 검증하였다.

• 한국환경복원기술학회지
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• 제5권3호
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• pp.23-30
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• 2002

In recently, using of steel reinforcements by reinforcing materials of the reinforced earth, micro-pile and root-pile etc,. is wide-spreading in the stabilizing control of cutting and embankment slopes, but the failure mechanism of reinforced earth as well as the effect of insert angles or types of reinforcement and others are not defined clearly. In this study, therefore heavy-duty direct shear tests were exercised on the reinforced soil and the non-reinforced soil, which was executed for research on the interaction of soil-reinforcement and theirs behavior. The hardness and softness and the standard sands were used for modeling of reinforced soil, the material constants for the computer simulation were estimated from the results of CD-Test. The effects of reinforcing and of friction increasing on the softness, area ratio of reinforcements is equal, were the better than them of the hardness, as well the reinforcing effects of shear strength without regard to the area ratio is much the same at $10^{\circ}$, insert angle of reinforced bar, differ from them of the existing study. Then, the results of numerical analysis showed that the behavior of reinforcements displayed bending resistance and shear resistance at $15^{\circ}$ and $30^{\circ}$, respectively. Also, the state of strain transfer was observed and the behavior of resistance mechanism on reinforcements presented almost the same them of landslides stabilizing pile.

• 열처리공학회지
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• 제24권3호
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• pp.133-139
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• 2011

This study has been investigated for tensile properties with lead-free brass containing 1 wt.% of Bi. And also characteristic of corrosion resistance was analyzed by polarization test. An increase of tempering temperature was found to tend to decrease tensile strength, and percentage of elongation was shown to be the lowest value at $300^{\circ}C$. On the other hand, the elongation was increased with an increase of tempering temperature after $300^{\circ}C$. The change of mechanical properties was closely related with the content and shape of acicular Witmanst$\ddot{a}$tten ${\alpha}$ formed at the interface of ${\beta}$ phase as well as in ${\beta}$ phase. Tensile strength had a tendency to be decreased with an increase of test temperature. The elongation was shown to be the lowest value at around $300^{\circ}C$, while it began to increase as test temperature rose after $300^{\circ}C$. It might be speculated that the reason that elongation was decreased was found to form bismuth film at the interface of ${\alpha}/{\beta}$ phase leading to be easily brittle when loaded by tensile stress. The lead-free brass containing 1 wt.% of Bi had similar characteristic of corrosion resistance with a free-cutting brass with 3.4 wt. % of Pb in spite of higher fraction of ${\beta}$ phase.

• 한국산림과학회지
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• 제94권6호
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• pp.377-386
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• 2005

김해시 상동면 매리 산사태지의 발생특성을 밝히기 위한 일련의 연구를 진행중에 있으며, 본보에서는 지반조사, 시추공내영상촬영, 탄성파탐사 및 실내시험 후 안정해석을 실시하였다. 안정해석결과, 영역 I 지역은 집중호우 시 땅밀림 산사태가 발생될 위험이 있으므로 계측기를 설치하여 지표의 변위발생을 모니터링하고, 변위가 발생될 경우 긴급복구가 필요한 지역으로 판단된다. 영역 II는 토사유실이 장기간 지속될 경우 붕괴(slope failure)가 예상되므로, 향후 지속적인 관찰과 보수가 필요할 것으로 사료된다. 영역 Ill은 상부로부터 집수되는 지표수 배제 및 상부 너덜(talus)지역으로부터 침투된 지하수의 배제를 위한 시공이 필요할 것으로 사료된다. 영역 IV는 현재 안정한 지역으로 가능하면 절취 등 훼손이 발생하지 않도록 하는 것이 바람직할 것이다.

• Restorative Dentistry and Endodontics
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• 제39권4호
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• pp.282-287
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• 2014

Objectives: The aim of the present study was to investigate the bond strength of RelyX Unicem (3M) to root canal dentin when used as an endodontic sealer. Materials and Methods: Samples of 24 single-rooted teeth were prepared with Gates Glidden drills and K3 files. After that, the roots were randomly assigned to three experimental groups (n = 8) according to the filling material, (1) AH Plus (Dentsply De Trey GmbH)/Gutta-Percha cone; (2) Epiphany SE (Pentron)/Resilon cone; (3) RelyX Unicem/Gutta-Percha cone. All roots were filled using a single cone technique associated to vertical condensation. After the filling procedures, each tooth was prepared for a push-out bond strenght test by cutting 1 mm-thick root slices. Loading was performed on a universal testing machine at a speed of 0.5 mm/min. One-way analysis of variance and Tukey test for multiple comparisons were used to compare the results among the experimental groups. Results: Epiphany SE/Resilon showed significantly lower push-out bond strength than both AH Plus/Gutta-Percha and RelyX Unicem/Gutta-Percha (p < 0.05). There was no significant difference in bond strength between AH Plus/Gutta-Percha and RelyX Unicem/Gutta-Percha (p > 0.05). Conclusions: Under the present in vitro conditions, bond strength to root dentin promoted by RelyX Unicem was similar to AH Plus. Epiphany SE/Resilon resulted in lower bond strength values when compared to both materials.

• 한국기계가공학회지
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• 제20권11호
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• pp.36-42
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• 2021

This study was conducted to analyze the effect of the gear specification and gear quality corresponding to the macro geometry on the gear transmission error. The two pairs of gears with large and small transmission errors were selected for calculation, and two pairs of gears were manufactured with different gear quality. The test gears were manufactured by two different gear specifications with ISO 5 and 8 gear quality, respectively. The transmission error measurement system consists of an input motor, reducer, encoders, gearbox, torque meter, and powder brake. To confirm the repeatability of the test results, repeatability was confirmed by performing three repetitions under all conditions, and the average value was used to compare the transmission error results. The transmission errors of the gears were analyzed and compared with the test results. When the gear quality was high, the transmission error was generally low depending on the load, and the load at which the decreasing transmission error phenomenon was completed was also lower. Even when the design transmission error according to the gear specification was different, the difference of the minimum transmission error was not large. The transmission error at the load larger than the minimum transmission error load increased to a slope similar to the slope of the analysis result.

• 한국구조물진단유지관리공학회 논문집
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• 제12권2호
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• pp.83-90
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• 2008

본 연구는 순환골재의 불순물로 분류되고 있는 부순 적벽돌을 콘크리트용 대체 굵은골재로 사용하기 위한 것이다. 부순 적벽돌 혼입량별(0%, 30%, 60%) 재료실험과 부재실험을 통하여 순환골재가 철근콘크리트에 미치는 재료 및 구조적인 특성을 파악하여 다음과 같은 결론을 얻었다. 일반 쇄석에 대하여 순환골재의 불순물로 분류되고 있는 부순 적벽돌을 혼입률 30%까지 치환하여 사용하여도 일반 쇄석을 사용한 콘크리트와 거의 유사한 압축강도, 인장강도, 휨 강도를 갖는 것으로 나타났다. 따라서 부순 적벽돌을 사용한 철근콘크리트 보의 실제 구조물에 대한 적용이 가능할 것으로 사료된다. 또한, 추후 부순 적벽돌을 사용한 콘크리트의 전단실험 및 연성계수를 향상 시킬 수 있는 혼화재의 배합과 적용에 관한 연구가 필요할 것이다.

• Journal of Periodontal and Implant Science
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• 제37권4호
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• pp.791-803
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• 2007

The purpose of this study was to evaluate exophytically vertical bone formation in residual ridge of the beagle dog by the concept of guided bone regeneration with a titanium reinforced e-PTFE membrane combined with irradiated cancellous human bone. Twelve male beagle dogs(mean age 1.5 years and mean weight 12kg) were used for this study. The alveolar ridges after extraction of all mandibular premolars were surgically and horizontally removed. At 8 weeks after extractions, full-thickness flap was reflected and cortical bone was removed with round bur and copious irrigation. Rectangular parallelepiped(10mm in length, 5mm in width, and 4mm in height) bended with titanium-reinforced e-PTFE(TR e-PTFE) membrane was placed on the decorticated alveolar ridge, fixed with metal pins and covered with full-thickness flap and assigned as a control group. Test groups ere treated with TR e-PTFE membrane filled with irradiated cancellous human bone. Of twelve beagle dogs, four control dogs and four test dogs without membrane exposure to oral cavity were sacrificed at 8 and 16 weeks respectively. The surgical sites were dissected out, fixed in 4% buffered formaldehyde, dyed using a Villanueva staining technique, and processed for embedding in plastic resin. The cutting and grinding methods were routinely processed for histologic and histomophometric analyis of exophytic bone formation as well as statistical analysis. The results of this study were as follows: 1. Exophytic bone formation in the both of experimental groups was increased respectively after surgery from 23.40% at 8 weeks to 46.26% at 16 weeks in the control groups, from 40.23% at 8 weeks to 47.11% at 16 weeks in the test groups(p<0.05). 2. At 8 weeks after surgery, exophytic bone formation was made 40.23% in the test groups and 33.40% in the control groups. Exophytic bone formation was significantly made in the test group more than in the control group. At 16 weeks after surgery, exophytic bone formation was made 44.11% in the test groups and 46.26% in the control groups. Exophytic bone formation was made in the test groups more than in the control groups, but there was no statistically significant differences. 3. The membrane was fixed with metal pins to closely contact it to the bone surface. So, collapse and deviation of the membrane could be prevented and in growth of connective tissue also could be blocked from the periphery of the membrane. On the basis of these findings, wee suggest that intraoral experimental model for exophytic bone formation may be effective to evaluate the effect of bone graft material. And it indicates that combined use of membrane and ICB graft material is more effective than use of membrane only for exophytic bone formation.