• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2014.11a
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• pp.235-236
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• 2014

인듐 주석 산화물 박막을 In/Sn (2, 5 wt.%) 합금 타겟을 사용하여 DC 마그네트론 반응성 스퍼터링법을 이용하여 증착하였다. 기판온도는 상온에서 증착하였으며, 증착 중 DC 파워는 70W부터 120W 까지 10W 단위로 증가시켜 증착하였다. 증착 된 박막을 대기중에서 후 열처리를 각 6, 12 시간 진행하여 전기적 특성을 평가하였으며 평가 장비는 Hall-effect measurements system을 사용하였다. ITO (Indium Tin Oxide) 박막의 비저항은 합금의 Sn 조성별로 다르게 나타났다. Sn 5wt.% 타겟을 이용한 경우에는 DC 파워 90W를 기준으로 더 낮은 파워에서는 열처리에 따라 비저항이 증가하였고, 더 높은 파워에서는 열처리를 한 경우 비저항이 더 낮게 나타났다. 이러한 결과가 나온 이유는, DC 파워가 높은 경우 스퍼터링 공정 중 발생하는 고 에너지 입자 충돌에 의해 산소가 re-sputtering되어 산소가 부족한 박막이 형성되기 때문인 것으로 판단된다. Sn 2 wt.% 타겟의 경우에는 큰 차이를 나타내지 않았으며, 이러한 원인은 Sn 함량이 적기 때문에 산소 공급으로 인해 결정성이 향상되더라도 활성화 Sn의 양이 적기 때문에 나타나는 현상으로 판단된다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.5 no.3
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• pp.291-299
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• 2003

Electrical resistivity prospecting has been recently increased in the application to tunnel, landslide and other investigations in the civil engineering field. Therefore, it is essential to establish the rock mass classification technique using electrical resistivity data. In this paper, the authors, try to propose a technique which can classify tunnel rock mass using seismic wave velocities derived from electrical resistivity data. In addition, the applicability of the proposed tunnel rock mass classification technique is discussed, by comparing estimated support patterns with actually performed ones.

• Journal of the Korea Concrete Institute
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• v.18 no.1 s.91
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• pp.65-71
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• 2006

Concrete has a void, which exists as one of defect in concrete. If the porosity of concrete increases, durability of concrete decreases. In this paper, to improve surface void of concrete, surface penetration sealers are applied to specimen. And, it were investigated that the resistances of chloride penetration and freezing and thawing for concrete with surface penetration sealer of two types. According to the results, surface penetration sealer has not show a harmful influence on strength and resistance of freezing and thawing. Surface penetration sealers were effective in the resistance of chloride penetration.

• Journal of the Korean Geosynthetics Society
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• v.11 no.4
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• pp.37-44
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• 2012

This paper describes large scale pullout test results, in order to evaluate extensibility effect of strip-type reinforcement. The same test for ribbed steel strip reinforcement also is conducted to compare the friction resistance reinforcements' evaluation results. The pullout resistance of the ribbed steel strip reinforcement, which has a small cross sectional areas, was better than the friction resistance reinforcements' due to the bearing (passive) resistance. In case of friction resistance reinforcements, the pullout resistance of extensible reinforcement was better than inextensible reinforcement' even though they have a similar cross sectional areas.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.517-520
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• 2008

In this study, corrosion resistance of steel in cracked-reinforced concrete was performed according to experimental method. Mixed design is OPC, 30% PFA, 60% GGBS and 10% SF, respectively. Moreover, corrosion resistance test was measured using ultra testing machine for 0.3mm crack induction. The corrosion resistance of blended concrete shows the results following OPC > 10%SF > 30% PFA > 60% GGBS after 60days curing. In case of mass loss test, embedded reinforcement in OPC concrete surveyed the minimum corrosion and appeared better corrosion resistance than blended concrete. As a result, corrosion resistance of sound concrete is higher than cracked concrete. Moreover, corrosion resistance of binary concrete is lower than OPC.

• Composites Research
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• v.26 no.3
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• pp.201-206
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• 2013

The electrical resistance measurement was investigated as a damage monitoring method. In this study, 0.5 wt% Carbon nanotube reinforced polypropylene (CNT/PP) composites were evaluated under compressive fatigue loading. The shape of specimens was $20^{\circ}$ curved round type. Compression strength and electrical resistance were measured at different sections of specimen during compression. The microcracks of CNT/PP composites were detected based on the changing ratio of electrical resistance. Micro-damage during compressive fatigue test could be detected by electrical resistance measurements. The reason is that the contact points of CNTs in composites decreased under fatigue loading. During compressive fatigue test, larger change of electrical resistance was detected at the microcrack sections. It was proved that microcracks could be detected by electrical resistance measurement under compression test, whereas the real delamination parts were consistent with the predicted results by electrical resistance measurement.

• Journal of the Korea institute for structural maintenance and inspection
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• v.18 no.3
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• pp.125-132
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• 2014

Steel fiber is a effective composite for crack resistance and improve structural performance under tensile loading. This study presents an evaluation of crack resistance and structural performance in cement mortar with steel fiber and expansion agent through internal chemical prestressing. For this work, cement mortar samples with 10% replacement of cement binder with CSA (Calcium-Sulfo-Aluminate) expansion agent and 1% volume ratio of steel fiber are prepared. Including basic mechanical properties, initial cracking load and fracture energy are evaluated in cement mortar beam with notch. Initial cracking load and fracture energy in cement mortar with CSA and steel fiber increase by 1.75 and 1.41~1.53 times compared with those in cement mortar with steel fiber. With optimum mix design for steel fiber and CSA expansive agent, the composite with chemical prestressing can be applied to various members and effectively improve crack resistance to external loading.

• Journal of the Korean Geotechnical Society
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• v.22 no.7
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• pp.45-54
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• 2006

Resistivity cone penetrometer test (RCPT) can be employed at a relatively low cost for in-situ delineation of subsurface contamination. While the resistivity measurement has a potential to investigate the subsurface contamination, resistivity measurements alone will lead to some degree of ambiguity in the results. In this study, capacitance measurement was incorporated into the RCPT to overcome the ambiguity inherent in electrical resistivity measurements. This study is focused on verifying the applicability of resistivity and capacitance measurements of CPT module to provide information on subsurface contaminated by heavy metal and petroleum hydrocarbon. Laboratory model tests were performed to evaluate the sensitivity of the measured resistivity and relative capacitance on the water content and different types of contaminants. Test results show that simultaneous measurement of electrical resistivity and capacitance can give more reliable information on subsurface contamination. Electrical measurements of the CPT module showed high applicability to be used in detecting saturated soils contaminated by heavy metal and diesel plume floating above the groundwater table.

• Journal of the Korean Geophysical Society
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• v.9 no.4
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• pp.455-462
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• 2006

In this paper, we used the electrical resistivity survey as a simple and reasonable technique to evaluate the effectiveness of grouting. And, a mechanism was also analyzed to understand how the electrical resistivity is affected by the loss of fine material in the core of a dam. From this mechanism, it was confirmed that electrical resistivity value of the damage section may be up or down depending on the survey conditions. This result seems to be contrary to the previous study that electrical resistivity of the damage zone become alway low. To clarify what was investigated, the electrical resistivity before and after grouting was compared and analyzed. As the result, it was concluded that grouting effectiveness was successfully assessed by electrical resistivity survey.

• International Journal of Highway Engineering
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• v.8 no.3 s.29
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• pp.163-172
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• 2006

This study evaluated the laboratory properties of asphalt binder and mixture modified with SPC(Sulfur Polymer Cement), which consists of sulfur as a main ingredient that is an industrial by-product made from refining process of crude oil and carbon-black as an additive. Four levels of SPC modifier ratios(0, 10, 30, 50%) were evaluated in the laboratory. Superpave(Superior Performing Asphalt Pavements) system was used to determine the PG(Performance Grade) and evaluate the property of SPC modified binder at the different temperatures. IDT(Indirect Tensile Test) was performed to evaluate the resistance of fatigue and low-temperature cracking at $10^{\circ}C\;and\;-10^{\circ}C$. Wheel-tracking test was also performed to evaluate the rutting-resistance of SPC modified asphalt mixtures. Test results showed that the more SPC modifier ratios, the better rutting-resistance and the more potential of low-temperature cracking resistance. However, SPC modifier did not show the effect on the fatigue cracking resistance.