• 한국지반공학회논문집
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• 제34권5호
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• pp.19-35
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• 2018

최근 경주지진과 포항지진과 같이 중규모 이상 지진이 빈번이 발생함에 따라 피해기능성이 커질 수 있는 중서부 도시 지역들에 대한 종합적 지진재해 대책 수립의 필수기본 정보인 지역적 부지고유 지진응답 공간정보 예측의 필요성이 증대되고 있다. 특히 경기도 지역을 대상으로 정량적 부지고유 지반응답 특성 파악의 필요성이 증대됨에 따라 대상 확장영역 내 전략적 지반조사 자료의 확보 및 연계적 부지특성 파악 연구가 다각도로 진행되고 있다. 이에 본 연구에서는 경기도 지진취약지역 도출 및 부지고유 지진응답특성 분석을 위한 위사결정 프레임웍을 제시하였다. 시추조사 자료 및 수치표고모델 등의 지표피복 자료를 수집함으로써 지반지진공학적 연계활용을 위한 GIS 플랫폼 기반의 Geo-Data를 구축하였다. 지구통계학적 공간보간 기법의 최적화 설계를 통해 지층분포 특성 및 연계 취약도 성분 도출을 위한 지반 공간그리드를 구축하였으며, 이를 통해 지진지반응답 매개변수의 공간구역화를 수행하였다. 이에 따라 경기도 지역의 정량적 부지효과를 고려한 경기도 맞춤형 지진방재대책 수립을 위한 기저 정보로서 활용하였다.

• 한국해양공학회지
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• 제22권5호
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• pp.31-38
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• 2008

The numerical simulation of tsunami against the south coast of the Korean Peninsula has been performed by adopting the standard appropriate grid size and the numerical model has been constructed to include the characteristics of the tsunami propagation applied for the care of the East China Sea. The artificial tsunami has been modelled first and then, it has been used as the boundary condition for the detailed model which showed the south coast of the Korean Peninsula.

• 한국멀티미디어학회논문지
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• 제21권1호
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• pp.51-60
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• 2018

We present a real-time interactive particle-art with human motion based on computer vision techniques. We used computer vision techniques to reduce the number of equipments that required for media art appreciations. We analyze pros and cons of various computer vision methods that can adapted to interactive digital media art. In our system, background subtraction is applied to search an audience. The audience image is changed into particles with grid cells. Optical flow is used to detect the motion of the audience and create particle effects. Also we define a virtual button for interaction. This paper introduces a series of computer vision modules to build the interactive digital media art contents which can be easily configurated with a camera sensor.

• 한국도로학회논문집
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• 제20권1호
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• pp.87-95
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• 2018

PURPOSES : A geo-grid pavement, e.g., a stress-absorbing membrane interlayer (SAMI), can be applied to an asphalt-overlay method on the existing surface-pavement layer for pavement maintenance related to reflection cracking. Reflection cracking can occur when a crack in the existing surface layer influences the overlay pavement. It can reduce the pavement life cycle and adversely affect traffic safety. Moreover, a failed overlay can reduce the economic value. In this regard, the objective of this study is to evaluate the bonding properties between the rigid pavement and a SAMI by using the direct shear test and the pull-off test. The predicted fractural energy functions with the shear stress were determined from a numerical analysis of the moving average method and the polynomial regression method. METHODS : In this research, the shear and pull-off tests were performed to evaluate the properties of mixtures constructed using no interlayer, a tack-coat, and SAMI with fabric and without fabric. The lower mixture parts (describing the existing pavement) were mixed using the 25-40-8 joint cement-concrete standard. The overlay layer was constructed especially using polymer-modified stone mastic asphalt (SMA) pavement. It was composed of an SMA aggregate gradation and applied as the modified agent. The sixth polynomial regression equation and the general moving average method were utilized to estimate the interlayer shear strength. These numerical analysis methods were also used to determine the predictive models for estimating the fracture energy. RESULTS : From the direct shear test and the pull-off test results, the mixture bonded using the tack-coat (applied as the interlayer between the overlay layer and the jointed cement concrete) had the strongest shear resistance and bonding strength. In contrast, the SAMI pavement without fiber has a strong need for fractural energy at failure. CONCLUSIONS : The effects of site-reflection cracking can be determined using the same tests on cored specimens. Further, an empirical-mechanical finite-element method (FEM) must be done to understand the appropriate SAMI application. In this regard, the FEM application analy pavement-design analysis using thesis and bonding property tests using cored specimens from public roads will be conducted in further research.

• 대한공간정보학회지
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• 제23권1호
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• pp.23-29
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• 2015

본 연구에서는 위치기반 소셜 미디어 데이터의 공간적 분포가 지역별 부동산 지수와 어떠한 공간적 관련성을 가지는지에 대해 알아보고자 한다. 두 데이터는 상이한 자료 형식을 가지고 있어, 이를 보완할 수 있는 방법론으로 본 연구에서는 격자 기반의 공간분석 방법을 적용하였다. 대상 데이터로는 2013년 8월 한 달간의 지오태그된 트윗 데이터와 행정구역별 주택가격지수(매매, 전세)를 이용하였으며, 공간적 범위는 서울과 수도권 일부를 포함하도록 하였다. 두 데이터 간의 상이한 공간적 단위를 고려하여 2,000m 단위의 격자망을 구성하고 이에 맞게 두 데이터를 격자 데이터 형태로 변환하였다. 변환된 두 데이터에 대하여 Hot spot 분석을 실시하여 공간적 분포를 시각적으로 비교하였으며, 공간시차를 고려한 이변량 공간적 상관계수를 측정함으로써 정량적 분석을 실시하였다. 시각적, 정량적 분석 결과, 서초구 지역이 트윗 데이터와 주택매매가격지수 데이터에서 공통적인 Hotspot 지역으로 탐색되었으나 주택전세가격지수 데이터와는 뚜렷한 공간적 상관성이 탐색되지 않았다.

• 한국지반환경공학회 논문집
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• 제17권4호
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• pp.17-31
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• 2016

Many researchers have evaluated the influence of vegetation cover on slope stability. However, due to the extensive variety of site conditions and vegetation types, different studies have often provided inconsistent results, especially when evaluating in different regions. Therefore, additional studies need to be conducted to identify the positive impacts of vegetation cover for slope stabilization. This study used the Transient Rainfall Infiltration and Grid-based Regional Slope-stability Model (TRIGRS) to predict the occurrence of landslides in a watershed in Jinbu-Myeon, Pyeongchang-gun, Korea. The influence of vegetation cover was assessed by spatially and temporally comparing the predicted landslides corresponding to multiple trials of cohesion values (which include the role of root cohesion) and real observed landslide scars to back-calculate the contribution of vegetation cover to slope stabilization. The lower bound of cohesion was defined based on the fact that there are no unstable cells in the raster stability map at initial conditions, and the modified success rate was used to evaluate the model performance. In the next step, the most reliable value representing the contribution of vegetation cover in the study area was applied for landslide assessment. The analyzed results showed that the role of vegetation cover could be replaced by increasing the soil cohesion by 3.8 kPa. Without considering the influence of vegetation cover, a large area of the studied watershed is unconditionally unstable in the initial condition. However, when tree root cohesion is taken into account, the model produces more realistic results with about 76.7% of observed unstable cells and 78.6% of observed stable cells being well predicted.

• 한국지반환경공학회 논문집
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• 제15권1호
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• pp.25-34
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• 2014

본 연구의 목적은 개량체 구조형상변화에 따른 복합지반에서의 역학 및 침하특성을 분석하는 것에 있다. 본 연구의 실험은 원형토조에 강도 및 치환율별로 격자형 개량체를 만들어 복합지반을 조성한 후 응력을 재하하는 방식으로 총 9 케이스를 수행하였다. 또한 심도별 응력분포 및 응력분담비 등을 분석하기 위해 유한요소해석을 실내 모형실험과 동일조건으로 모델링하여 해석하였다. 연구결과, 격자형 개량체로 구성된 복합지반은 원형 개량체에 비해 저치환율을 제외한 중간 및 고치환율에서 응력분담비가 증가하며 그 결과, 침하량은 감소하는 경향을 보였다. 본 연구는 구조형상 변화에 따른 형상효과비 및 침하저감계수 제시를 통해 부족한 복합지반의 개량체 구조형상에 대한 연구 참고자료 및 향후 추가 연구에 도움이 될 것으로 판단된다.

• 한국산학기술학회논문지
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• 제12권8호
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• pp.3374-3383
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• 2011

본 연구는 유한한 크기의 선저경사각을 갖는 2차원 쐐기형 구조물의 슬래밍 충격 현상을 수치 해석하였다. 비압축성 유체를 가정하였으며, 구조물의 입수 속도는 일정하게 유지하였다. 자유수면의 대 변형 및 동적 거동의 해석을 위해서 Geo-reconstruct(or PLIC-VOF) scheme을 사용하였다. 선저경사각이 $10^{\circ}$, $20^{\circ}$ 및 $30^{\circ}$인 경우에 대해서 해석을 수행하였으며, 각각의 선저경사각에 대하여 입수면의 격자 크기 및 입수 속도를 변화시켜 슬래밍 충격력 수치 해석 결과에 미치는 영향을 조사하였다. 수치해석 결과는 Dobrovol'skaya(1969)의 상사해(similarity solution), Wagner 방법에 기초한 점근해(asymptotic solution) 및 경계요소법(Zhao et al.(1993))에 의한 해석 결과와 비교하였다.

• 한국지반환경공학회 논문집
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• 제17권12호
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• pp.5-16
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• 2016

This study aims to assess the influence of rainfall patterns on shallow landslides initiation. Doing so, five typical rainfall patterns with the same cumulative amount and intensity components comprising Advanced (A1 and A2), Centralized (C), and Delayed (D1 and D2) were designed based on a historical rainstorm event in Jinbu. Mt area. Those patterns were incorporated as the hydrological conditions into the Transient Rainfall Infiltration and Grid-based Regional Slope-stability Model (TRIGRS) to assess their influences on groundwater pressure and changes in the stability of the slope. The results revealed that not only the cumulative rainfall thresholds necessary to initiate landslides, but also the rate at which the factor of safety decreases and the time required to reach the critical state, are governed by rainfall patterns. The sooner the peak rainfall intensity, the smaller the cumulative rainfall threshold, and the shorter the time until landslide occurrence. Left-skewed patterns were found to have a greater effect on landslide initiation. Specifically, among five rainfalls, pattern (A1) produced the most critical state. The severity of response was followed by patterns A2, C, D1, and D2. Our conclusion is that rainfall patterns have a significant effect on the cumulative rainfall threshold, the build-up of groundwater pressure, and the occurrence of shallow landslides.

• 한국해양공학회지
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• 제30권6호
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• pp.498-504
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• 2016

In this study, to predict the effect of beach nourishment at Haeundae Beach, the waves and wave-induced currents were compared before and after beach nourishment using the XBEACH model. Representative wave conditions were determined for the data observed during 2014 (KHOA). Then, the Hs,max and Hs,1/10 values, and their prevalent directions, were used in the numerical modeling input data. A variable grid system was used for the $5km{\times}2.5km$ model areas, and irregular waves based on the JONSWAP spectrum were given as incident wave conditions. In the summer season, eastward wave-induced currents were developed along the beach by the incident wave direction. Before the beach nourishment, the maximum speed around the surf zone was 1.2-1.5 m/s in the central zone of the beach, whereas the maximum speed increased to 1.4-1.6 m/s at the same areas when the currents toward Mipo Harbor were blocked as an effect of the groins after the beach nourishment. In the winter season, westward wave-induced currents were developed along the beach by the incident wave direction. After the beach nourishment, the maximum current speed increased slightly around the surf zone in the central area of the beach, and the littoral current speed decreased at the submerged breakwaters located at Dongbaek Island. As a result, after the beach nourishment, the maximum wave-induced currents increased about 10% in the surf zone of the central area of the beach.