• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.722-729
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• 2010

In this study, we considered the development for degree of compaction for intelligent compaction. In practice, any direct or indirect method can be used as a intelligent compaction method. A series of field tests was conducted using an accelerometer. This is quick and simple indirect methods of measuring soil stiffness. Each result was compared with the results from a plate load test. A prototype device for intelligent compaction was developed, and we evaluated its performance.

• Geomechanics and Engineering
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• 제10권2호
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• pp.125-135
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• 2016

Adhesion in geotechnical engineering is the interaction between cohesive soil and a solid surface which can cause clogging in mechanized tunnelling through clayey formations. Normal piston pull out and modified direct shear tests were performed on clayey soil samples to determine which type of adhesion stress, normal or tangential, could be most effectively measured. Measured values for normal adhesion ranged from 0.9 to 18 kPa. The range of tangential adhesion was 2.4 to 10 kPa. The results indicate normal adhesion results were more accurate than those for the modified direct shear test that measure tangential adhesion. Direct shear test on identical samples did not show any correlation between measured cohesion and normal adhesion values. Normal adhesion values have shown significantly meaningful variation with consistency index and so are compatible with the base of field clogging assessment criteria. But tangential adhesion and cohesion were not compatible with these assessment criteria.

• 자연, 터널 그리고 지하공간
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• 제14권2호
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• pp.31-37
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• 2012

In the circumstances being continuous the unusual weather in the world, the city of Seoul has been devastating flood damage in July 2011, because of the heavy rainfalls. Along with expensive repairs to property, thousands of flood victims occurred; it is difficult to estimate the direct and indirect economic damages in city. Recently, as a part of the flood protecting measures, there are being discussed about the deep underground flood drainage tunnel, underground regulating reservoirs, permeable pavement, infiltration facility, river improvements, diversion channel, sewer pipe and ditch improvement and so on. Therefore, it is useful to make the plan of flood protecting measures more and more cost-effective and rational methods by considering the similar flood measures and constructions in the mega cities like Seoul.

• 한국터널지하공간학회 논문집
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• 제14권3호
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• pp.247-260
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• 2012

TBM 터널 세그먼트의 철근량을 감소시키기 위한 연구로서, 강섬유 보강콘크리트의 사용이 시도되고 있다. 이와 같은 터널 세그먼트에는 철근의 감소로 인해 필요한 인장성능의 확보를 위하여 숏크리트에 사용되는 강섬유에 비해 매우 높은 형상비의 강섬유를 활용하는 것이 필요하다. 본 연구에서는 강섬유의 형상비가 80인 강섬유 콘크리트의 인장특성을 휨시험과 Double Punch Test를 통해 평가하였다. 휨시험결과, 사용된 강섬유의 충분한 부착강도로 인해 30%~150%의 강도 증진을 나타냈으며, 오영훈(2008)의 예측식을 통한 휨인장강도예측이 가능한 것으로 판단된다. 이 실험을 근거로 설계에 필요한 직접인장강도를 ACI와 RILEM의 식에 의해 평가한 결과, 적용기준에 따라 큰 차이가 있는 것으로 나타났다. 또한, DPT 실험을 통해 RILEM에서 권고하고 있는 직접인장강도의 정밀도 있는 예측이 가능한 것으로 판단된다.

• 자연, 터널 그리고 지하공간
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• 제1권2호
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• pp.59-71
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• 1999

Recently, many deformations in tunnel such as crack and leakage were occulted. Specially, the defects of tunnel lining have been a serious problem in safety and stability many repair works for maintenance in tunnel have been carried out. Therefore, it is necessary to estimate the structural cracking for countermeasure in deformed tunnel and to investigate on the characteristics of lining system and the soundness of tunnel. In this study model tests for tunnel lining were carried out using test apparatus and centrifuge, In the direct loading test, the prototype was Kyungbu high-speed railway tunnel and the scale is 1/10, and lining models were made of concrete. Test conditions included load conditions such as direction, shape and type, lining conditions such as single and double lining, thickness, and reinforcement. In centrifuge model test, the prototype was Seoul subway tunnel and the scale is 1/100, and lining models were made of aluminum and hydrostone. Test conditions included tunnel defects such as thickness shortage. behind cavity and longitudinal cracks, reinforcement methods such as epoxy, grouting and carbon sheet. From these model tests , the characteristics of deformation and failure for tunnel lining were estimated, and the structural behaviors of deformed lining and the effects of repair and reinforcement for tunnel lining were researched.

• JSTS:Journal of Semiconductor Technology and Science
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• 제1권1호
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• pp.40-49
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• 2001

We have developed a repeatable process of forming uniform, small-size and high-density self-assembled Si nano-crystals. The Si nano-crystals were fabricated in a conventional LPCVD (low pressure chemical vapor deposition) reactor at $620^{\circ}c$ for 15 sec. The nano-crystals were spherical shaped with about 4.5 nm in diameter and density of $5{\times}l0^{11}/$\textrm{cm}^2$. More uniform dots were fabricated on nitride film than on oxide film. To take advantage of the above-mentioned characteristics of nitride film while keeping the high interface quality between the tunneling dielectrics and the Si substrate, nitride-oxide tunneling dielectrics is proposed in n-channel device. For the first time, the single electron effect at room temperature, which shows a saturation of threshold voltage in a range of gate voltages with a periodicity of ${\Delta}Ｖ_{GS}\;{\approx}\;1.7{\;}V$, corresponding to single and multiple electron storage is reported. The feasibility of p-channel nano-crystal memory with thin oxide in direct tunneling regime is demonstrated. The programming mechanisms of p-channel nano-crystal memory were investigated by charge separation technique. For small gate programming voltage, hole tunneling component from inversion layer is dominant. However, valence band electron tunneling component from the valence band in the nano-crystal becomes dominant for large gate voltage. Finally, the comparison of retention between programmed holes and electrons shows that holes have longer retention time.

• 터널과지하공간
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• 제2권1호
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• pp.177-189
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• 1992

As tunnel becomes longer and larger, TBM has become one of the most popular methods of excavatio in rock. This paper describes the degree of operation the degree of availability and penetration rate of TBM and TBE applied in Namsan roadway tunnelling site. Net penetration rate was 1.62m/hr for TBM and 0.72m/hr for TBE. Net penetration rate showed no direct relation to daily advance or penetration time, but the lower bound of penetration rate could be obtained from the relation with daily advance. For both of TBM and TBE, the degree of operation and the degree of availability were 33.8% and 68.6% respectively. Life time of normal cutter was $310m^3$ for TBM and $194m^3$ for TBE, while that of center and gauge cutter was about $50m^3$. When the two machines were compared, TBM showed 80% higher penetration rate, and 40% shorter life time of cutter.

• EDISON SW 활용 경진대회 논문집
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• 제6회(2017년)
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• pp.428-432
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• 2017

Silicon 기반 Metal-oxide-semiconductor field-effect transistor (MOSFET)의 크기가 감소함에 따라 silicon자체의 물성적 한계가 나타나고 있다. 이를 극복하고자 III-V 화합물 반도체가 채널소자로서 각광받고 있다. 본 연구에서는 III-V 화합물반도체 중 $In_xGa_{1-x}As$는 Indium 조성에 따른 전자구조 및 n-type MOSFET의 소자 특성을 본다. Indium의 조성이 증가함에 따라 subband의 개수와 간격이 증가하게 되어 Density of state가 감소하게 된다. 이로 인하여 Indium의 조성이 증가함에 따라 $In_xGa_{1-x}As$ 채널 MOSFET에서 상대적으로 Fermi level을 더 많이 상승시키게 되어 potential barrier를 얇아지게 만들며 또한 에너지에 따른 전류 밀도를 넓게 분포하도록 만든다. 이로 인하여 단채널에서는 In 조성이 증가함에 따라 direct source-to-drain tunnelling current이 증가하게 된다. 이로 인하여 In 조성의 증가에 따라 subthreshold swing과 ON-state current가 저하된다.

• 한국터널지하공간학회 논문집
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• 제7권2호
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• pp.109-117
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• 2005

본 연구는 터널내 화재시 배연속도가 연소율 변화에 미치는 영향을 파악하기 위하여 Froude scaling에 의해 1/20 크기로 축소한 모형화재 실험을 수행하였다. 화원으로는 4.5cm~8.5cm의 헵탄을 사용하였으며 발열량은 3.71~15.6 kW이다. 연소율은 로드셀을 이용하여 산출하였고, 연기거동을 파악하기 위하여 K형 열전대를 이용하여 온도분포를 측정하였다. 풍동은 터널 상류 한쪽부분과 연결하였고, 터널 공간의 배연속도를 제어하기 위하여 풍동의 인버터를 조정하였다. 헵탄 풀화재인 경우 배연속도가 증가할수록 충분한 산소의 공급으로 연소율은 증가하였으며, 같은 무차원 속도($\bar{V}$) 일때 화원 크기가 작아짐에 따라 연소율은 증가하였다.

• 한국터널지하공간학회 논문집
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• 제14권1호
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• pp.79-91
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• 2012

곡면 FRP 패널 부재는 생산방식 및 생산설비 등의 제한으로 일정한 폭을 갖는 제품으로 생산되며, 이러한 곡면 FRP 부재를 이용하여 제작 공장 또는 현장에서 FRP 부재간 연결을 통한 연속 시공으로 목적대상 구조물을 시공할 수 있다. FRP 부재간 연결방법은 크게 화학적 연결, 기계적 연결, 그리고 복합적인 연결방법 등이 있으며, 이 가운데 접착용 수지를 이용한 화학적 연결이 가장 보편적으로 적용되고 있다. 따라서 FRP 부재의 연결부 최적화설계를 위하여 표면처리 조건 및 접착제 종류 등을 매개변수로 직접전단 시험을 수행하였다. 시험결과 sand paper를 이용한 연마 또는 sand blasting으로 FRP 부재 표면 처리 조건 및 에폭시 또는 아크릴계 접착제가 가장 효과적인 접합방식인 것으로 나타났다.