• 한국지반환경공학회 논문집
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• 제10권7호
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• pp.67-79
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• 2009

댐의 경과년수에 따라 고장으로 폐기되는 매설계기의 지속적인 증가로 인해 기존 필댐의 유지관리를 위한 계측시스템의 재정립이 필요한 상황이지만 필댐의 파괴모드와 계측기의 중요도에 대한 체계적이고 정량적인 분석 없이 과거의 경험과 소수 전문가의 자문의견에만 의존하여 유지관리 계측계획을 수립하고 있는 실정이다. 본 연구에서는 선행연구(Andersen 등, 1999)를 기초로 하여 5개 기존 필댐 계측항목의 중요도를 정량적으로 분석하여 우선순위를 산정한 결과로서 상세 외관조사와 함께 침투수량계, 표면 침하점, 간극수압계에 대한 상시 모니터링 체계의 구축을 기존 필댐 계측시스템의 재정립 방안으로 제시하였으며 이것은 일본토목연구소(1984), 일본 대댐회(국토교통성, 1986)의 권고사항과 Bagherzadeh-Khakkahali와 Mirghasemi(2005)의 분석결과와도 잘 일치하는 것으로 나타났다.

• 수산해양교육연구
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• 제20권3호
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• pp.369-380
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• 2008

The government has promoted the local fishing port construction project since 1972 for conquest of the crisis of the fishing village by withering of a fishery, the improvement in fishermen's living environment and quality of life, and promotion of fisheries. In order to estimate the local fishing port construction project objective and synthetically, and to grope for the method proposal of system establishment of the project, the monitoring survey was carried out. The monitoring survey was classified into the program and the performance monitoring. The program monitoring was carried out in order to investigate the project fit for the inhabitants of a fishing village. The performance monitoring was carried out in order to investigate the development latent powers, fishery latent powers, tourism latent powers of a fishing village, rural settlement conditions, etc. using various statistical materials. Since investigating the measured value before executing a policy was not completed, the project effect was compared with the measured value of other areas. According to the local fishing port construction project, the development latent powers, fishery latent powers, and tourism latent powers of the fishing village where the project was undertaken improved greatly, and income of the fishing village increased greatly. As a result of comparing project fit in order to evaluate the project, the project fit of the local fishing port construction project area was higher than the non-project area. Desirable method proposal of monitoring survey was established and the method for raising the efficiency of monitoring survey was extracted.

• 지적과 국토정보
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• 제47권2호
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• pp.79-90
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• 2017

도시지역은 지구상에서 가장 변화가 활발히 일어나는 지역 중의 하나로써, 우리나라에서도 산림지나 녹지, 농경지가 주거지역, 공업지역 등의 주거지역으로 빠르게 변화하고 있다. 이러한 빠른 토지이용의 변화를 모니터링하기 위해서는 신속한 데이터의 취득을 필요로 하게 되고, 위성영상은 이러한 요구의 대안이 될 수 있다. 일반적으로 SAR 위성은 능동적 탐측체계로 영상을 취득하기 때문에 지표면의 거칠기에 따라 영상의 밝기값이 결정되며, 대표적으로 수계영역은 반사강도가 낮아 어둡게 나타나고, 인공구조물이 분포하고 있는 주거지역의 경우 반사강도가 높아 타 지역에 비해 밝기값이 높게 나타난다. 이러한 SAR 영상의 특성을 이용하면 주거지역을 효과적으로 추출할 수 있다. 본 연구에서는 고해상도 X-band SAR 위성인 독일의 TerraSAR-X, 우리나라의 KOMPSAT-5를 이용하여 주거지역의 추출을 수행하였으며, 추출을 위해서 영상분할기법을 통한 객체기반 영상분류를 적용하였다. 영상분할의 정확도를 향상시키기 위해서 스페클 divergence를 먼저 계산하여 주거지역의 반사강도를 조정하였다. 두 위성영상의 정확도 평가를 위해서 추가로 픽셀기반의 K-means 영상분류법을 적용하여 주거지역을 분류하였다. 연구의 결과로써 TerraSAR-X의 객체기반 영상분류법은 약 88.5%, 픽셀기반영상분류법은 75.9%, KOMPSAT-5는 약 87.3%와 74.4%의 overall accuracy를 보였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 사면안정학술발표회
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• pp.93-101
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• 2003

Steel frame-type retaining walls(SFRW) are constructed by on site bolting of prefabricated steel frames and internal filling of materials such as rocks with the size of 150-300mm. Easy & fast construction, superior drainage performance and structural performance to rigorous site conditions are some of the merits of applying the SFRW to various construction sites. After the development of the structural details, a test construction of SFRW, with the height of 6m and 30m in length, was carried out at an apartment site. After completion, several months of monitoring was carried out on the structure to check displacement, tilting, settlement, soil pressures and drainage characteristics. The results of the structural behavior of SFRW along with its construction methods are presented in the paper.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.1120-1125
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• 2006

Larger area will be constructed in a harbor land and container terminal which are constructed in reclaimed land using the dredged materials. Soil improvement work is to be carried out including constructibility, in which is monitoring devices, measuring frequency, installations etc. The ground water tables in the reclaimed area are affected by the several factors which are design reclamation level, consolidation settlement, remaining surcharge pressure and remaining excess pore water pressure. The plan wii be drawn up in which monitoring results for the ground water tables are capable to provide the reliable ground water table when designers and civil engineers construct the harbor structures considering constructibility.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 2003년도 춘계학술대회 논문집
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• pp.260-264
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• 2003

The application of solar energy, in the field of alternative energy, was on the increase tendency. In the case of advanced nations, through continuous R&D, solar-heat hot-water-boiler with high efficiency has been used for the house and the industrial process on business, advanced nations on reached up the experimental stage of solar generation system. But the actual circumstance of the domestic has been not accomplished the popularization of solar-heat hot-water-boiler and the settlement of it which is the fundamental stage of the solar energy usage. This trouble, the domestic was flooded with small enterprise for producing solar-heat hot-water-boiler, was caused by the popularization and the production without verification of performance. To supply the monitoring program for evaluating solar-heat hot-water-boiler, this research was purpose to improve the technical development of the enterprise for producing solar-heat hot-water-boiler and served as an aid f3r the enlargement and the popularization on solar energy.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 2004년도 추계학술대회 논문집
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• pp.156-161
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• 2004

The application of solar energy, in the field of alternative energy, was on the increase tendency. In the case of advanced nations, through continuous R&D, solar hot water heater with high efficiency has been used for the house and the industrial process on business, advanced nations were reached up the experimental stage of solar generation system. But, the actual circumstance of the domestic has been not accomplished the popularization of solar hot water heater and the settlement of it which is the fundamental stage of the solar energy usage. This trouble, the domestic was flooded with small enterprise for producing solar hot water heater, was caused by the popularization and the production without verification of performance. To supply the monitoring program for evaluating solar hot water heater, this research was purpose to improve the technical development of the enterprise for producing solar-heat hot-water-boiler and served as an aid for the enlargement and the popularization on solar energy.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2005년도 학술발표논문집
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• pp.343-348
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• 2005

In this study, construction modulus, void ratio and settlement characteristics of 38 CFRD in domestic and foreign countries was investigated from monitoring data and the effect of field dry density and void ratio to dam body was analyzed. The standard void ratio of CFRD that can be easily used for dam designer and field engineer was proposed from the monitoring data. It was conformed that we can get the degree of compaction needed for reasonable compaction of dam body by calculating the field dry density from inverse operation of the standard void ratio. It was thought that the standard void ratio of CFRD is 0.2 as shape factor is under 4 and is 0.28 as shape factor is over 4.

• 대한토목학회논문집
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• 제30권5C호
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• pp.201-208
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• 2010

본 연구에서는 대심도 연약지반 개량에 많이 사용되고 있는 성토재하공법과 대기압재하방식 진공압밀공법의 현장계측자료를 분석하여 하중재하방식에 따른 지반의 침하거동 차이를 분석하였다. 이를 위해 준설토로 매립된 초연약지반인 ${\bigcirc}{\bigcirc}$지역 항만부지 축조공사의 현장계측 자료를 이용하였으며, 진공압밀공법 적용구간과 성토재하공법 적용구간에서의 계측결과를 비교하여 진공압밀공법이 적용된 지역의 압밀특성을 분석하였다. 이에 잔류침하량 도달까지의 재하시간을 분석한 결과, 진공압밀공법 구간이 성토재하공법 구간보다 45% 정도 빠르게 허용 침하량에 도달하는 것으로 나타났다. 이는 진공압밀시 등방압밀 효과로 인하여 전단파괴 없이 일시에 하중재하가 가능하기 때문에 이러한 하중재하 기간의 차이가 허용침하량 도달시간을 단축시킨 것으로 판단된다.

• Structural Monitoring and Maintenance
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• 제4권3호
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• pp.195-220
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• 2017

Nowadays, railway system plays a significant role in transportation, conveying cargo, passengers, minerals, grains, and so forth. Railway ballasted track is a conventional railway track as can be seen all over the world. Ballast, located underneath the sleepers, is the most important elements on ballasted track, which has many functions and requires routine maintenance. Ballast needs to be maintained frequently to prevent rail buckling, settlement, misalignment so that ballast has to be modelled accurately. Continuum model was introduced to model granular material and was extended in ballast. However, ballast is a heterogeneous material with highly nonlinear behaviour. Hence, ballast could not be modelled accurately in continuum model due to the discontinuities nature and material degradation of ballast. Discrete element modelling (DEM) is proposed as an alternative approach that provides insight into constitutive model, realistic particle, and contact algorithm between each particle. DEM has been studied in many recent decades. However, there are limitations due to the high computational time and memory consumption, which cause the lack of using in high range. This paper presents a review of recent ballast modelling with benefits and drawbacks. Ballast particles are illustrated either circular, circular crump, spherical, spherical crump, super-quadric, polygonal and polyhedral. Moreover, the gaps and limitations of previous studies are also summarized. The outcome of this study will help the understanding into different ballast modelling and particle. The insight information can be used to improve ballast modelling and monitoring for condition-based track maintenance.