• Journal of the Korean Geosynthetics Society
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• v.9 no.3
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• pp.87-93
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• 2010

The change of water level in reservoirs is an important factor causing failure of bank slopes, i.e. landslide. The water level of Three Gorges reservoir in China fluctuate between 145 m and 175 m, as a matter of flood control. During its normal operational state, the rate of water level fluctuation is supposed to range from 0.67 m/d to 3.0 m/d. Majiagou slope is located on the left bank of Zhaxi River, 2.1 km up from the outlet. Zhaxi River is a tributary of the Yangtze River within the Three Gorges area, of which the water level changes with the reservoir. At the back of Majiagou slope, a 20 m long and 3~10 cm wide fissure developed just after the reservoir water level rose from 95 m to 135 m in 2003. This big fissure was a full suggestion of potential failure of this slope. In this study, the pore water pressure files obtained from seepage analysis were used to evaluate the change in factor of safety (FS) with reservoir water level. Slope stability analyses then were carried out, with fully specified slip surface and limit equilibrium method. In the limit equilibrium analysis, the contribution of negative pore water pressure to shear strength was considered by the use of Fredlund's shear strength equation for unsaturated soils. On the base of the analyses, the change of FS with reservoir water level was interpreted in detail. It was found that FS against bank slopes decreases with the rise of the reservoir water level and increases with the drawdown of the reservoir water level. The most dangerous state was when the reservoir water level stays at the highest for a long time.

• Journal of the Korean Geotechnical Society
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• v.27 no.2
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• pp.91-101
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• 2011

In this study, a new design method of Pile-Bent structure considering plastic hinge was proposed on the basis of the beam-column model. To obtain the detailed informations, the optimized cross-section ratio between column and pile was analyzed to induce the plastic hinge at the joint section between the pile and column. Base on this study, the optimized diameter ratio of pile and column can be obtained below the inflection point of the bi-linear curve depending on the relations between column-pile diameter ratio ($D_c/D_p$) and normalized lateral cracking load ratio ($F/F_{Dc=Dp}$). Moreover, through comparisons with field cases to find out in-depth limit in which minimum concrete-steel ratio could be applied, in-depth limits ($L_{As=0.4%}$) normalized by the pile length ($L_p$) proportionally decrease as the pile length ($L_p/D_p$)increases up to $L_p/D_p=17.5$, and beyond that in-depth limit converges to a constant value (${\simeq}0.3$).

• Journal of the Korea Concrete Institute
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• v.26 no.2
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• pp.181-188
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• 2014

In this study, an interactive analysis considering column-pile interaction is performed on the basis of an equivalent base spring model for supplementing virtual fixed point design of bent pile structures. Through this analytical method, the application of the minimum steel reinforcement ratio of the pile (0.4%) is analyzed by taking into account the major influencing parameters. Furthermore, the limit depth for steel reinforcement ratio is proposed through the relationships between column and pile conditions. To obtain the detailed information, it is found that an interactive analysis is intermediate in theoretical accuracy between the virtual fixed point model analysis and full-modeling analysis. Base on this study, it is also found that the maximum bending moment is located within cracking moment of the pile when material nonlinearity is considered. Therefore, the minimum steel reinforcement ratio is appropriately applicable for the optimal design of bent pile structures. Finally, the limit depth for steel reinforcement ratio ($L_{As=x%}$) is proposed by considering the field measured results. It is shown that the normalized limit depth ratio for steel reinforcement ratio ($L_{As=x%}/L_P$) decreases linearly as the length-diameter ratio of pile ($L_P/D_P$) increases, and then converges at a constant value.

• Journal of the Korea Institute of Building Construction
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• v.17 no.6
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• pp.545-557
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• 2017

The study is about the efficient alternative to concrete surface in the field of visual inspection technology for deteriorated infrastructure. By combining industrial drones and deep learning based image analysis techniques with traditional visual inspection and research, we tried to reduce manpowers, time requirements and costs, and to overcome the height and dome structures. On board device mounted on drones is consisting of a high resolution camera for detecting cracks of more than 0.3 mm, a lidar sensor and a embeded image processor module. It was mounted on an industrial drones, took sample images of damage from the site specimen through automatic flight navigation. In addition, the damege parts of the site specimen was used to measure not only the width and length of cracks but white rust also, and tried up compare them with the final image analysis detected results. Using the image analysis techniques, the damages of 54ea sample images were analyzed by the segmentation - feature extraction - decision making process, and extracted the analysis parameters using supervised mode of the deep learning platform. The image analysis of newly added non-supervised 60ea image samples was performed based on the extracted parameters. The result presented in 90.5 % of the damage detection rate.

• Proceedings of the Korean Vacuum Society Conference
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• 2010.02a
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• pp.114-114
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• 2010

최근 고용량의 디커플링 캐패시터를 기판에 내장하여 고주파 발생의 원인인 배선길이와 실장 면적을 획기적으로 줄이는 임베디드 디커플링 캐패시터에 대한 연구가 활발히 진행되고 있다. 하지만 기존의 공정들은 높은 공정온도와 같은 공정상의 한계를 가지고 있어 상온 저 진공 분위기에서 세라믹 분말을 기판에 고속 분사시켜 기공과 균열이 거의 없는 치밀한 나노구조의 세라믹 제작이 가능한 후막코팅기술인 Aerosol Deposition Method (ADM)에 착목하였으며, 이 ADM을 박막공정으로 응용하여 $BaTiO_3$ 박막을 제작하고 고용량의 디커플링 캐패시터 제작을 실현하고자 한다. 하지만, Cu 기판 상에 성막 된 $0.5\;{\mu}m$이하의 $BaTiO_3$ 박막에서는 $BaTiO_3$ 분말 내에 존재하는 평균입자 보다 큰 입자와 응집분말로 인해 발생하는 pore, crater, not-fully-crushed particles와 같은 거시적인 결함들에서의 전류 통전과 울퉁불퉁한 $BaTiO_3$ 박막과 기판 사이의 계면에서의 전계의 집중에 의한 전류의 증가로 인하여 큰 누설전류 발생하는 문제에 봉착하였다. 이러한 문제를 해결하기 위하여 제시된 효과적인 방법으로 Stainless steel 기판과 같이 표면경도가 높은 기판을 사용하는 것이며, 이를 통해 $0.2\;{\mu}m$의 두께까지 유전 $BaTiO_3$ 박막을 성막 할 수 있었으며, 치밀한 표면 미세구조와 줄어든 $BaTiO_3$ 박막과 기판 사이의 계면의 거칠기를 확인하였다. 하지만, $BaTiO_3$ 박막 내에 발생하는 누설전류의 근본원인을 확인하기 위해서는 누설전류에 대한 미시적인 접근이 더욱 요구된다. 이에 본 연구에서는 누설전류 발생원인의 미시적 접근을 위해 두께에 따른 $BaTiO_3$ 박막의 누설전류 전도기구에 대한 조사하였으며, 이를 통해 $BaTiO_3$ 박막내 발생하는 누설전류의 원인은 $BaTiO_3$막 내에서 donor로서 역할을 하는 oxygen vacancy와 불균일한 전계의 집중으로 인한 전자의 tunneling 현상임을 확인할 수 있었다. 또한, Nano-indenter와 Conductive atomic force microscopic를 이용한 정밀 측정을 통해 표면경도의 중요성을 재확인하였으며 $BaTiO_3$ 박막의 두께가 $0.2\;{\mu}m$이하로 더욱 얇아지게 되면 입자간 결합 문제 또한 ADM을 박막화 하는데 있어 중요한 요소임을 확인하였다.

• Tunnel and Underground Space
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• v.13 no.1
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• pp.52-63
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• 2003

Discontinuities such as faults, fractures and joints in rock mass play the dominant role in the mechanical and hydraulic properties of the rock mass. The key factors that influence on the flow of groundwater are hydraulic and geometric characteristics of discontinuities and their connectivity. In this study, a program that analyzes groundwater flow in the 3D discontinuity network was developed on the assumption that the discontinuity characteristics such as density, trace length, orientation and aperture have particular distribution functions. This program generates discontinuities in a three-dimensional space and analyzes their connectivity and groundwater flow. Due to the limited computing capacity In this study, REV was not exactly determined, but it was inferred to be greater than 25$\times$25$\times$25 ㎥. By calculating the extent of aperture that influences on the groundwater flow, it was found that the discontinuities with the aperture smaller than 30% of the mean aperture had little influence on the groundwater flow. In addition, there was little difference in the equivalent hydraulic conductivity for the the two cases when considering and not considering the boundary effect. It was because the groundwater flow was mostly influenced by the discontinuities with large aperture. Among the parameters considered in this study, the length, aperture, and orientation of discontinuities had the greatest influence on the equivalent hydraulic conductivity of rock mass in their order. In case of existence of a fault in rock mass, elements of the equivalent hydraulic conductivity tensor parallel to the fault fairly increased in their magnitude but those perpendicular to the fault were increased in a very small amount at the first stage and then converged.