The concept of deep geological disposal for high-level radioactive waste is based on an engineered barrier system (EBS), including a canister, bentonite buffer and backfill material. The bentonite buffer is key component of the EBS to prevent groundwater infiltration and radionuclide leakage. However, the bentonite buffer can become saturated due to groundwater flow through the excavation damaged zone in the adjacent rock, causing erosion of bentonite buffer and affecting the long-term performance of EBS. While the RH (relative humidity) sensor is commonly used to assess the degree of saturation in the bentonite buffer, it has a critical challenge due to its sensor size, which can disturb the overall integrity of the bentonite buffer during the initial installation process. In contrasts, the electrical resistivity test, widely known as a non-destructive method, is used to predict soil properties such as the degree of saturation and water contents. This method measures the electric resistance of materials using electric current induced by electric potential difference between two electrodes. Notably, there is no study that assess the integrity of bentonite buffer in a nuclear waste repository using electrical resistivity measurement. This study presents the electrical resistance numerical module under steady state using commercial finite element method (FEM), and quantitatively estimate the change of electrical resistance according to saturation and erosion of bentonite buffer. Furthermore, the electric potential and current density distribution formed between two electrodes are analyzed.

Laser-induced graphene (LIG) uses a CO2 infrared laser scriber for transforming specific polymer substrates into porous graphene. This technique is simple, scalable, low-cost, free of chemicals, and produces a 3D graphene for applications across many fields. However, the resulting 3D graphene is highly sensitive to the lasing parameters used in their production. Here, we report the effects of power, raster speed, number of lasing passes (with and without spot overlapping) on the resulting LIG structure, morphology, and sheet resistance, using a polyimide (PI) substrate. We find that the number of lasing passes, laser spot overlapping and brand of PI used had a strong influence on the quality of the LIG, measured in terms of the IG/ ID and I2D Raman bands and sheet resistance. Increasing number of passes and overlapping of laser spots led to increased LIG pore sizes, larger graphene scales, and reduced sheet resistance. Furthermore, the over-the-counter desktop CO2 laser engraving unit used introduced additional restrictions that limited the quality of the LIG produced, particularly due to inconsistent control of the laser scribing speed and a poor thermal management of the laser unit.

본 연구에서는 가로수로 식재 한 메타세쿼이아 214본을 대상으로 시각적 활력 평가와 형성층전기저항계(JunsMeter) 측정 결과를 비교하였다. 시각적 활력 평가로 경북 예천군에서는 모든 활력 단계를 관찰하였고, 상주시에서는 ‘매우 양호’와 ‘양호’ 단계만 나타났다. JunsMeter의 측정 평균값은 예천(75.48)보다 상주(86.99)에서 높았다(P=0.01). 방위별 JunsMeter 측정에서는 예천군의 서쪽(71.29)에서 가장 낮았다. 예천과 상주에서 시각적 활력 평가로 구분한 3개 그룹과 JunsMeter 측정값과 일관되게 나타났다.

A metallic oxide layer of a heat-resistant element contributes to the high-temperature oxidation resistance by delaying the oxidation and has a positive effect on the increase in electrical resistivity. In this study, green compacts of Fecralloy powder mixed with amorphous and crystalline silica are oxidized at 950oC for up to 210 h in order to evaluate the effect of metal oxide on the oxidation and electrical resistivity. The weight change ratio increases as per a parabolic law, and the increase is larger than that observed for Fecralloy owing to the formation of Fe-Si, Fe-Cr composite oxide, and Al2O3 upon the addition of Si oxide. Si oxides promote the formation of Al2O3 and Cr oxide at the grain boundary, and obstruct neck formation and the growth of Fecralloy particles to ensure stable electrical resistivity.

PURPOSES: The purpose of this study is to provide the method of how to measure the coefficient of thermal expansion of concrete using temperature compensation principle of electrical resistance strain gauge. METHODS : The gauge factor compensation method and thermal output(temperature-induced apparent strain) correction method of selftemperature compensation gauge were investigated. From the literature review, coefficient of thermal expansion measurement method based on the thermal output differential comparison between reference material(invar) and unknown material(concrete) was suggested. RESULTS: Thermal output is caused by two reasons; first the electrical resistivity of the grid conductor is changed by temperature variation and the second contribution is due to the differential thermal expansion between gauge and the test material. Invar was selected as a reference material and it、s coefficient of thermal expansion was measured as 2.12×10-6m/m/℃. by KS M ISO 11359-2. The reliability of the suggested measurement method was evaluated by the thermal output measurement of invar and mild steel. Finally coefficient of thermal expansion of concrete material for pavement was successfully measured as 15.45×10-6m/m/℃. CONCLUSIONS: The coefficient of thermal expansion measurement method using thermal output differential between invar and unknown concrete material was evaluated by theoretical and experimental aspects. Based on the test results, the proposed method is considered to be reasonable to apply for coefficient of thermal expansion measurement.

본 연구에서는 국내의 시설 내 작물재배에 적합한 자동관수 기술을 개발하기 위한 첫 단계로 전기저항의 변화원리를 이용하는 워터마크 센서를 장착한 소형 컨트롤러를 작물재배에 활용하여 자동관수기술의 효용성을 구명하고자 하였다. 이를 위해 비닐하우스 내에 다른 토성을 갖는 토양을 격리베드에 인공적으로 조성한 후 토마토를 정식하여 수분퍼텐셜을 -20kPa 수준으로 자동으로 조절하면서 재배하였다. 점적관수에 따른 토양 내 깊이별 수분변화는 Sentek 축전형 수분센서를 이용하여 측정하였다. 워터마크센서를 이용한 수분퍼텐셜 제어성능은 (-)20kPa 수준부근에서 유지되지 않고 반복적으로 0~(-)20kPa 대역에서 높은 변화 값을 나타내어 안정적이지 못한 것으로 나타났다. 특히, 물 공급은 관수시마다 약 50~60분 비교적 긴 시간동안 진행되어 수분공급이 과잉되는 문제가 나타났으며 건조시에도 수분퍼텐셜의 변화가 계단응답 반응의 형태로 변하는 불량한 측정해상도를 나타내었다. 이러한 문제는 워터마크센서의 토양과 전극 접촉형태가 다공컵식 수분장력계에 비해 수분값에 연속적으로 반응할 수 없는 구조이기 때문인 것으로 판단하였다. 자동관수에 따른 토양종류별 수분변화는 그 기울기가 토성별로 서로 달랐으며 양질사토의 경우 수분함량의 변화정도가 가장 높았다. 수분함량의 변화속도는 낮과 밤의 경우 시간에 따른 변화율이 달라서 변곡선의 형태를 나타내었다. 이러한 이유는 낮과 밤의 일교차와 태양광 유무에 의하여 수분증발량 차이가 발생하였기 때문인 것으로 판단하였다. 직물에서 20cm 떨어진 지점의 깊이별 수분함량은 작물에 인접한 위치와 비교하였을 때 세가지 토양 모두 관수에 의한 변화정도는 미미하여 직물에 인접한 곳만 수분공급이 효율적으로 이루어지는 것을 확인하였다. 추후 연구에서 양질사토 베드에서 관찰된 토마토 생육 불량 문제 개선과 관수멈춤 시간을 적용하여 물공급의 과잉 문제를 해결하는 보완실험이 요구되었다.

Ultra-thin aluminum (Al) and tin (Sn) films were grown by dc magnetron sputtering on a glass substrate. The electrical resistance R of films was measured in-situ method during the film growth. Also transmission electron microscopy (TEM) study was carried out to observe the microstructure of the films. In the ultra-thin film study, an exact determination of a coalescence thickness and a continuous film thickness is very important. Therefore, we tried to measure the minimum thickness for continuous film (dmin) by means of a graphical method using a number of different y-values as a function of film thickness. The raw date obtained in this study provides a graph of in-situ resistance of metal film as a function of film thickness. For the Al film, there occurs a maximum value in a graph of in-situ electrical resistance versus film thickness. Using the results in this study, we could define clearly the minimum thickness for continuous film where the position of minimum values in the graph when we put the value of Rd3 to y-axis and the film thickness to x-axis. The measured values for the minimum thickness for continuous film are 21 nm and 16 nm for sputtered Al and Sn films, respectively. The new method for defining the minimum thickness for continuous film in this study can be utilized in a basic data when we design an ultra-thin film for the metallization application in nano-scale devices.

It is necessary to develop new methods to prevent catastrophic failure of structural material in order to avoid accidents and conserve natural and energy resources. Design of intelligent materials with a self-diagnosing function to prevent fatal fracture of structural materials was achieved by smart composites consisting of carbon fiber tows or carbon powders with a small value of ultimate elongation and glass fiber tows with a large value of ultimate elongation. The changes in electrical resistance of CF-GFRP/GFRP (carbon fiber and glass fiber-reinforced plastics/glass fiber-reinforced plastics) composites increased abruptly with increasing strain, and a tremendous change was seen at the transition point where carbon fiber tows were broken. Therefore, the composites were not to monitor damage from the early stage. On the other hand, the change in electrical resistance of CP-GFRP/GFRP (carbon powder dispersed in glass fiber-reinforced plastics/glass fiber-reinforced plastics) composites increased almost linearly in proportion to strain. CP-GFRP/GFRP composites are superior to CF-GFRP/GFRP composites in terms of their capability to monitor damage by measuring change in electrical resistance from the early stage of damage. However, the former was inferior to the latter as an application because of the difficulties of mass production and high cost. A method based on monitoring damage by measuring changes in the electrical resistance of structural materials is promising for improved reliability of the material.

[ ] was coated with , MgO and respectively by sol-gel method and cured at 900 and . The coated oxides did not react with at but reacted with it to form at . The specimen coated with at formed a dense protecting layer and showed the best oxidation resistance at in air. However, the dense protecting layers did not form in and MgO coated specimens cured even at . MgO coated specimen showed the worst improvement in the oxidation resistance because the reactivity of MgO with was highest. On the other hand, the electrical conductivities were measured in MgO and coated specimens to have TiCx but could not be measured in the coated ones because of the nonconductive dense protected layers.

The failure behaviours of unidirectional pultruded carbon fiber reinforced polymer (CFRP) composites were monitored by the electrical resistance measurement during tensile loading, three-point-bending, interlaminar shear loading. The tensile failure behaviour of carbon fiber tows was also investigated by the electrical resistance measurement. Infrared thermography non-destructive evaluation was performed in real time during tensile test of CFRP composites to validate the change of microdamage in the materials. Experiment results demonstrated that the CFRP composites and carbon fiber tows were damaged by different damage mechinsms during tensile loading, for the CFRP composites, mainly being in the forms of matrix damage and the debonding between matrix and fibers, while for the carbon fiber tows, mainly being in the forms of fiber fracture. The correlation between the infrared thermographs and the change in the electrical resistance could be regarded as an evidence of the damage mechanisms of the CFRP composites. During three-point-bending loading, the main damage forms were the simultaneity fracture of matrix and fibers firstly, then matrix cracking and the debonding between matrix and fiber were carried out. This results can be shown in Fig. 9(a) and (b). During interlaminar shear loading, the change in the electrical resistance was related to the damage degree of interlaminar structure. Electrical resistance measurement was more sensitive to the damage behaviour of the CFRP composites than the stress/time curve.

천안시내에 식재된 가로수의 건강도를 진단하기 위하여 몇 가지 생리적 특성을 측정하고, 형성층 전기저항치와 생리적 특성들간의 관계를 밝히고자 하였다. 은행나무, 벚나무, 버드나무를 대상수종으로 선정하였고. 7월에 대상 수종의 하부 토양을 채취하여 탈수소효소 활성을 분석하였으며, 수관의 잎은 엽록소 함량, 질산환원 효소, 항산화효소(SOD) 활성을 분석하는데 이용하였다. 수목의 형성층 전기전항치는 5월, 7월, 9월에 측정하였다. 토양의 탈수소효소 활성은 도심지역에서 낮은 값을 나타내 토양 오염도를 반영하였으며. 엽록소 함량은 동서대로에 식재된 벚나무가 가장 낮았다. 은행나무의 질산환원효소 활성은 다른 수종보다 높았으며 도심지역에서 높은 활성을 나타냈다. 또한 항산화효소인 SOD 활성은 도심에서 낮았다. 동서대로의 벚나무는 형성층 전기저항치가 지속적으로 상승하여 활력을 상실하였음을 보여주었다. 형성층 전기저항치는 질산환원효소(r2=-0.566) 및 SOD활성(r2=0.579)과 상관을 보임으로써 수목의 건강도 및 생리적 건강 상태를 진단하는데 유용할 것으로 판단되었다.

In this study, the effect of compressive loading of carbon nanotube (CNT) mixed cement composites was investigated. To evaluate the electrical resistivity variation of 30%∼60% of compressive load of cement composites containing 1.0% CNT, 1.0% CNT was added to cement composites and compressive strength was calculated. The greater the change in electrical resistance to compressive load, the more vulnerable to internal conductive networks. Also, as the amount of CNT mixed increases, the electrical resistance to the load is more sensitive and it is expected to be mixed more than 1.0%.

In this study, chloride penetration resistance and electrical resistivity properties of concrete using industrial waste were evaluated. From the results, the chloride diffusion coefficient increases and electrical resistivity decreases when electric furnace slag is mixed. It is needed that the comparison of results with long-term because the electric furnace slag has a ferrous component.

Recently, the evaluation of the grout chamber of PC bridges has been emphasized in order to prevent many problems in advance. This paper analyzes the electrical resistance of the MWCNT cement composites by electrode intervals in order to select the optimum electrode location for evaluation of grout chamber. It is concluded that the electrical resistance of the MWCNT cement composite specimens increase as the electrode interval is longer.

The purpose of this paper is to provide information on planting construction for healthy plant growth. To achieve this purpose, this study analyzed the planting type, planting density, withering rate, soil characteristics, and cambium electrical resistance (CER) of withered trees in an apartment complex with a high withering rate. The major plant groups examined consisted of native broad-leaved tree species (39.3%), native narrow-leaved tree species (24.2%), and native broad-leaved– exotic narrow-leaved tree species (16.4%). The planting density of the green area, where trees were planted from 0.0 to 0.3 trees per unit area, was measured as 98.4%. Withered trees were found in 19 of the 20 planted species, and the withering rate was 41.8% (610 withered/1,461 planted). Withering rates for tree species were measured as follows: Sophora japonica and Salix babylonica (100.0%), Magmolia denudata (84.3%), Lindera obtusiloba (74.7%), cornus kousa (69.3%), acer triflorum (69.2%), diospyros kaki (66.7%), Prunus yedoensis (62.8%), Acer palmatum (52.6%), Prunus armeniaca (51.1%), Chaenomeles sinensis (43.7%), Ginkgo biloba (40.9%), Zelkova serrata (31.0%), Cornus officinalis (28.6%), Taxus cuspidata (25.6%), Pinus densiflora (21.4%), Pinus parviflora (15.2%), Pinus strobus (14.6%), and Abies holophylla (10.3%). Soil chemical analyses for 18 samples revealed that as the withering rate increased, the following occurred: (a) the ratio of silt and clay in soil increased; (b) the soil pH, organic matter rate, nitrogen, available phosphorus, and cation exchange capacity (CEC) in samples were graded as “inadequate,” based on the plant grading evaluation; and (c) the NaCl and cation exchange capacity were evaluated as “somewhat satisfactory.” The measurement of CER for withering rate shows electrical resistance for higher withering rate are higher, which could predict that a tree will not grow well.