• Tunnel and Underground Space
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• v.33 no.6
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• pp.495-507
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• 2023

The roughness of discontinuity significantly influences the mechanical characteristics of rock masses and extensively affects thermal and hydraulic behaviors. In this study, we utilized photogrammetry to generate 3D point cloud data for discontinuity and applied this data to characterize the roughness of discontinuity. The discontinuity profiles, reconstructed from the 3D point cloud data, were compared with those manually measured using a profile gauge. This comparison served to validate the accuracy and reliability of the acquired point cloud data in replicating the actual configurations of rock surfaces. Subsequent to this validation, influence of the number of profiles for representative JRC assessment was further investigated followed by suggestion of roughness anisotropy evaluation method with application of it to actual rock discontinuity surfaces.

• The Journal of the Korea institute of electronic communication sciences
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• v.18 no.6
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• pp.1049-1056
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• 2023

The height of the atmospheric boundary layer indicates the peak developed when turbulence is generated by mixing heat and water vapor, and is generally determined through thermodynamic methods. Wind profilers produce atmospheric information from the scattering of signals sent into the atmosphere. A method for making the spectrum of turbulent components, turbulent kinetic energy dissipation rate, and refractive index structure coefficient was presented to determine the atmospheric boundary layer depth. Compared with the vertical distribution characteristics of potential temperature and specific humidity based on radiosonde data, the determination method of the atmospheric boundary layer height from wind profiler output was evaluated as very useful.

• Proceedings of the Korean Information Science Society Conference
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• 2011.06b
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• pp.328-331
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• 2011

플래시 메모리는 기존의 하드디스크를 대체하는 저장 장치의 저장 매체로 각광받고 있으며 소규모의 임베디드 시스템에서부터 대형 서버 시스템, 데이터 센터까지 널리 사용 되고 있다. 하지만 플래시 메모리는 기존의 하드디스크와 비교하였을 때, I/O 성능이나 에너지 소모 측면에서 서로 다른 특성을 갖는다. 따라서 기존의 하드디스크 기반의 버퍼 관리 기법이 아닌 플래시 메모리 기반의 파일 시스템을 위한 버퍼 관리 기법이 필요하다. 본 논문에서는 기존에 연구된 플래시 메모리 기반의 파일 시스템을 위한 버퍼 관리 기법에 대하여 소개하고 각각의 특징에 대해서 서술한다.

• Proceedings of the Korea Information Processing Society Conference
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• 2012.04a
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• pp.178-181
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• 2012

본 논문에서는 가변 길이 분할을 사용한 파일 동기화 시스템에서 메타 데이터 교환 오버헤드를 최소화 하기위한 효율적인 접근 방식을 제안한다. 본 논문의 주요 아이디어는 해시 압축 알고리즘을 사용하여 여러 개의 해시키를 하나의 해시키로 치환하여 메타 데이터 교환 비용을 최소화 하는 것이다. 본 논문에서는 제안 알고리즘의 타당성을 증명하기 위해 기존의 파일 동기화 프로그램과 비교 실험하였으며 통신비용과 에너지 소모 실험을 통해 메타 데이터를 10배 이상 줄일 수 있음을 보였다.

• Proceedings of the Korea Information Processing Society Conference
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• 2001.10a
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• pp.117-120
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• 2001

화석 연료의 환경오염, 지구온난화현상 그리고 70년대 발생했던 두 차례의 오일 쇼크 등으로 대체 에너지에 대한 중요성은 날로 커지고 있다. 이에 따라 최근에는 무한정 에너지를 얻을 수 있는 태양에너지에 대한 연구가 활발하게 이루어지고 있다. 그러나 현재 사용되는 대체 에너지 관련 데이터베이스 시스템은 데이터의 이력, 공간 데이터 그리고 데이터가 갖는 속성 데이터 등을 동시에 처리한 수 있는 능력이 부족하다. 따라서 이 논문에서는 전국 20개 도시에 대한 엑셀 파일 포맷의 대체 에너지 관련 데이터를 효과적으로 분석하여 데이터베이스를 설계한다. 또한 GIS 도구를 활용하여 인터넷으로 보여 줌으로써 사용자는 쉽게 웹 브라우저를 통하여 지도 서비스와 함께 대체 에너지 데이터를 분석 할 수 있다.

• Journal of the Korean Society for Geothermal and Hydrothermal Energy
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• v.11 no.2
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• pp.12-18
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• 2015

The energy pile, used for both structural foundations and heat exchangers, brings about heat exchange with the ground formation by circulating a working fluid for heating and cooling buildings. As heat exchange occurs in the energy pile, thermal stress and strain is generated in the pile body and surrounding ground formation. In order to investigate the thermo-mechanical behavior of an energy pile, a comprehensive experimental program was conducted, monitoring the thermal stress of a cast-in place energy pile equipped with five pairs of U-type heat exchanger pipes. The heating and cooling simulation both continued for 30 days. The thermal strain in the longitudinal direction of the energy pile was monitored for a 15 operation days and another 15 days monitoring followed, without the application of heat exchange. In addition, a finite element model was developed to simulate the thermo-mechanical behavior of the energy pile. A non-linear contact model was adopted to interpret the interaction at the pile-soil interface, and thermal-induced structure mechanics was considered to handle the thermo-mechanical coupled multi-field problem.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.18 no.11
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• pp.690-696
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• 2017

Various types of alternative energy sources to petroleum are being developed both domestically and internationally as clean energy that does not emit greenhouse gases. In particular, offshore wind power has been studied because the wind resources are relatively limitless and the wind power is relatively smaller than onshore. In this study, to analyze the scour phenomenon around offshore wind foundations, mono pile and tripod pile foundations were simulated using a FLOW-3D model. The scour phenomenon was evaluated for mono piles: one is a pile with a 5 m diameter and d=1.69 m and the other is a pile with a 5 m diameter. Numerical analysis showed that in the latter, the falling-flow increased and the maximum scour depth occurred more than 1.7 times. For a tripod pile foundation, the measured velocity and the maximum wave condition were applied to the upstream boundary condition, respectively, and the scour phenomenon was evaluated. When the maximum wave condition was applied, the maximum scour depth occurred more than about 1.3 times. When the LES model was applied, the scour depth reached equilibrium, whereas the numerical results of the RNG model show that the scour phenomenon occurred in the entire boundary area and the scour depth did not reach equilibrium. To evaluate the scour phenomenon around offshore wind foundations, it is reasonable to apply the wave condition and the LES turbulence model to numerical model applications.

• Journal of the Korean Society for Railway
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• v.16 no.4
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• pp.278-285
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• 2013

The suppression of residual settlement is required on earthwork sections as concrete track is introduced. Use of pile-slab structure is one of the settlement restraining methods applied on soft ground. The slab distributes the upper embankment load and piles transfer the load from the slab to the stiff ground. While this method is very effective in terms of load transfer, it has not yet been established for dealing with the vibration transfer effects and interaction characteristics between a structure and the ground. It is possible that vibration caused by a moving train load is propagated in the upper embankment, because the slab acts as a reflection layer and waves are multi-reflected. In this present paper, wave propagation generated by a moving train load is evaluated in the time and frequency domains to consider a roadbed structure using an artificial impact load and field measured train load. The results confirmed the wave reflection effect on the pile-slab structure, if the embankment height is sufficient, vibration propagation can be stably restrained, whereas if the height is not sufficient, the vibration amplitude is increased.

• Proceedings of the KIEE Conference
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• 2009.07a
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• pp.942_944
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• 2009

본 논문은 VRLA 배터리와 Ultra-Capacitor 모듈을 이용한 복합형 에너지 저장시스템에서 우수한 출력 특성을 가진 Ultra-Capacitor 모듈의 SOC를 정확하게 산출하고 보정하는 알고리즘을 소개하고, 마일드 하이브리드 자동차(MHEV)의 운행 조건을 모사한 사이클 프로파일과 차량 시뮬레이터 장비를 활용하여, 제안된 알고리즘의 유용성을 확인하였다.

• Proceedings of the Korea Society for Energy Engineering kosee Conference
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• 2000.04a
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• pp.325-330
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• 2000