• 한국항해항만학회지
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• 제33권2호
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• pp.119-125
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• 2009

The effect of plastic board drains (PBDs)on ground improvement was checked out considering three crucial factors: ground settlement, undrained shear strength, and residual water head. First, the settlement analysis including initial settlement induced by reclamation of sand mat was conducted by back calculation analysis with measured data. Its result showed toot the PBDs used for this site worked well on improving soft ground. Secondly, the undrained shear strength was investigated by laboratory and in-situ tests including unconsolidated-undrained triaxial compression (UU) tests, unconfined compression tests, in-situ vane tests, and cone penetration tests. From the test results, they showed that the undrained shear strength of the improved ground by PBDs was significantly increased as well as the strength increasing ratio especially $10{\sim}15m$ below the ground surface on site. Thirdly, the residual water head measurement from the in situ dissipation test was found the same as the static water head, which indicated primary consolidation was completed and the effect of soil improvement with PBDs can be confirmed.

• 대한전자공학회논문지TC
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• 제48권5호
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• pp.54-63
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• 2011

본 논문은 수직 접지면을 갖는 평판형 모노폴 안테나의 임피던스 특성 개선에 관한 논문이다. 평판형 모노폴 안테나의 임피던스 특성 개선을 위해 기존 연구된 방사체 구조 변형 외에 수직 접지면의 영향을 이용하였다. 수직 접지면의 영향을 분석하기 위해 기존 연구인 보조 공진기 모드 이외에 다이폴 안테나 모드를 제안하였다. 수직 접지면의 각 동작 모드를 기반으로, 모노폴 안테나와 수직 접지면 사이의 임피던스 특성 상관관계를 이용하여 평판형 모노폴 안테나의 임피던스 특성을 개선하였다. 개선 방법은 안테나의 급전 위치 변경 및 수직 접지면의 면적 변화이다. 본 분석 결과는 수직 접지면을 갖는 다양한 평판형 모노폴 안테나의 임피던스 특성을 개선 및 분석할 수 있을 것으로 기대 된다.

• 전기전자학회논문지
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• 제23권2호
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• pp.474-478
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• 2019

본 논문에서는 휴대단말기 내의 디지털 노이즈와 안테나 사이의 결합(coupling)으로 인한 수신감도 저하 현상을 특성 모드(characteristic mode)를 사용해서 분석한다. 우선, 안테나와 디지털 잡음의 결합 메커니즘(mechanism)을 분석하고, 카메라 노이즈로 인한 안테나 수신감도 열화현상의 개선 방법 중 하나인 그라운드(ground) 선의 디커플링 커패시터(decoupling capacitor, decap)의 역할에 대해서도 분석한다. 분석을 위해서 카메라 모듈의 FPCB의 디지털 신호 선과 그라운드 선을 PCB 그라운드의 특성 모드를 여기(excitation) 시키는 루프(loop)형 피더(feeder)로 모델링 했고, 그라운드 선과 커패시터를 추가한 개선 모델에 대해서 분석을 했다.

• 한국군사과학기술학회지
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• 제26권2호
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• pp.129-138
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• 2023

Acquiring precise coordinates of ground targets can be regarded as the key mission of the tactical-level military UAS(Unmanned Aerial System) operations. The coordinates deviations for the ground targets estimated from UAV (Unmanned Aerial Vehicle) images may depend on the sensor specifications and slant ranges between UAV and ground targets. It has an order of several tens to hundreds of meters for typical tactical UAV mission scenarios. In this paper, we propose a scheme that precisely acquires target coordinates from UAS by mapping image pixels to geographical coordinates based on GCP(Ground Control Points). This scheme was implemented and tested from ground control station for UAS. We took images of targets of which exact location is known and acquired the target coordinates using our proposed scheme. The experimental results showed that errors of the acquired coordinates remained within an order of several meters and the coordinates accuracy was significantly improved.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1666-1672
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• 2008

In this study, it collected and analyzed a construction case of the improved top-down support system application field on a case by case retaining wall method. The behavior of horizontal displacement was analyzed according to retaining wall type after reviewing a design stage and estimated horizontal displacement under the construction. The study results showed that it is judged stable until excavation termination irrelevant to a retaining wall method at the improved top-down support system application. It is judged that the settlement of behind ground can minimize because the retaining wall head displacement also behave stably. It was compared the predicted horizontal displacement in design and the measured horizontal displacement acquired through a measurement by using Elasto-Plastic analysis program. The comparison results showed that a similar horizontal displacement was predicted within stability standard irrelevant to a retaining wall method. So, it is decided that the advanced prediction is reasonable by Elasto-Plastic analysis in design applied the improved top-down support system. In the case of the ground anchor method application under a same condition, it is decided that a horizontal displacement will more increase than the improved top-down support system is applied. If a section condition is same, it was decided that to apply top-down support system is more stable than that.

• Corrosion Science and Technology
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• 제3권6호
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• pp.262-264
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• 2004

Ground Penetrating Radar (GPR) has been used to image inside concrete specimens embedded with steel bars and delamination. An imaging algorithm has been developed to improve measurement output generated from a commercial radar system. For the experiments, laboratory size concrete specimens are made with the dimensions of $1,000mm(W){\times}1,000mm(L){\times}250mm(D)$. The results have shown improved output of the radar measurements compared to commercially available processing methods.

• Journal of Electrical Engineering and Technology
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• 제11권5호
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• pp.1242-1252
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• 2016

• 한국광학회:학술대회논문집
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• 한국광학회 2002년도 제13회 정기총회 및 2002년도 동계학술발표회
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• pp.188-189
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• 2002

• 한국농공학회논문집
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• 제48권6호
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• pp.69-77
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• 2006

In this study, the large scaled model test improved by sand drain was carried out to clarify the internal behavior of the three-dimensional consolidation under different secondary consolidation periods. From the results of model test, the void ratio in the undrained side was lager than in the drained side. In addition, the unconfined compressive strength in the long-term consolidated specimen was larger than that in the short-term consolidated one. It was also found that the unconfined compressive strength was larger in the drained side than in the undrained side. These reasons are considered to be due to the large effective stress by quick pore water pressure dissipation by the short drainage distance in the drained side. Furthermore, in order to investigate the three-dimensional consolidation behavior of clay ground improved by the vertical drain method, the numerical analysis obtained from the three-dimensional elasto-viscous consolidation theory proposed by author (2006) were compared with the test results. It was found that during the three-dimensional consolidation process not only vertical displacement but also radial displacement occurs inside the specimen.

• 한국지반환경공학회 논문집
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• 제2권3호
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• pp.57-69
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• 2001

샌드파일 공법은 연약지반 개량을 위해 널리 사용되는 방법중의 하나이다. 샌드파일 설치에 의해 얻고자 하는 주된 목적은 압밀촉진에 있으나 이와 더불어 복합지반효과를 지니게 된다. 본 연구에서는 상대적으로 면적 치환비가 작은 연직배수재로서 적용된 샌드파일 설치지반에서의 복합지반효과를 파악하고자 하였다. 이를 위하여 원지반과 샌드파일의 지내력 확인을 위한 평판재하시험을 실시하였으며, 성토체와 지반과의 상호거동을 확인하기 위하여 토압계를 설치하여 계측관리를 실시하였다. 분석결과 면적치환비가 작은 샌드파일 설치지반에서 복합지반을 고려한 지지력은 원지반의 지지력과 비교하여 매우 작은 증가효과를 보였다. 그러나 원지반과 비교한 샌드파일 설치위치에서의 지지력 증가는 약 60% 로 나타났다. 이와 같이 샌드파일의 강성증대에 의한 파일설치 위치에서의 지지력 증대는 재하하중 작용에 의한 압밀진행 과정중 압밀특성 변화의 요인으로 작용하게 될 것이다. 따라서 샌드파일 강성증대에 따른 복합지반효과는 샌드파일 설치지반에서 압밀침하량이 감소하는 요인으로 평가될 수 있는 것으로 판단된다.