• 지질공학
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• 제10권1호
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• pp.13-25
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• 2000

단열암반의 수리전도도 텐서를 계산하고 이방성에 대한 정량적인 평가를 수행하기 위해서 단열의 수리적, 기하학적 통계 특성에 근거하여 3차원 단열연결망 모델을 구성하였다. 현장에서 수행된 단정주입시험의 수치모델링을 통해 계산된 수리전도도는 현장시험 결과와 비교적 잘 일치하였다. 따라서 구성된 3차원 단열 연결망 모델이 해석대상 암반의 수리 특성을 구현할 수 있음을 확인하였다. 대상암반의 대표요소체적 규모에서 계산된 블록 수리전도도는 단정주입시험에서 구한 수리전도도의 산술과 조화 평균 사이의 값이며, 2차원 수평단면상에서 남-북 방향의 수리전도도는 동-서 방향에 비해서 약 1.4 배로써 이방성은 크지 않았다. 블록 수리전도도와 단정 주입시험 모델링을 통해 구한 수리전도도의 상관성은 낮게 나타났다. 이는 단정 주입시험 모델링을 통한 암반의 수리전도도는 시추공의 패커구간과 교차하는 단열의 수와 투수량계수에 큰 영향을 받기 때문인 것으로 분석된다.

• 한국주거학회논문집
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• 제20권4호
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• pp.131-142
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• 2009

High-rise and high-density apartment complexes have been built and supplied on a large scale in the 1st period of the New Town project in metropolitan areas since the late 1980s. Now It has become necessary to improve those apartment complexes, which have serious deterioration problems for aging more than about 20 years accompanying simultaneity and a large scale. The purpose of this research is to develop the evaluating indicators to measure the level of deterioration of apartments inclusively and practically in order to regenerate apartments as sustainable residential environments. This study is composed of the following four parts; (a) establishing the conceptual model of evaluation of apartment deterioration, (b) selecting evaluation items, (c) constituting evaluation measurement, and（ｄ)weighting evaluation indicators. First, deterioration of apartments was conceptualized by physical. social, and economical aspects in terms of sustainable development and proposed the conceptual model of hierarchy structure of evaluation of apartment deterioration by literature reviews. Second, evaluating items were selected based on literature reviews of existing indicators and preceding studies about apartments of Korea and foreign countries. The evaluating indicators were identified as a total of 77 evaluating items which were composed of three dimensions and 9 attributes on the basis of the conceptual model. They cover comprehensive scope of the apartment such as unit, building, complex, and site. Third, as the measurement, the 5 point ordinal scale measure was suggested. The evaluating measurement including measure standards, measure methods, and measure contents were developed by each evaluating items. Lastly, the weighting of evaluating indicators was analyzed by AHP method conducted by survey on the expert group. Items were identified as high contributors or low contributors. The weighting of these items could suggest several evaluations according to the situation. The evaluation of the level of deterioration can be done by both total evaluation and a specific field of evaluation. In addition, it is easy to grasp deteriorated attributes or dimensions by providing a radar and bar chart showing evaluation results. These evaluating indicators could be a useful tool to grasp actual methods for the regeneration of apartments.

• 한국지반신소재학회논문집
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• 제15권4호
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• pp.53-62
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• 2016

본 논문에서는 해상 시추 시 공벽붕괴 방지를 위해 적용되는 시추 안정액(drilling fluid)의 다양한 배합설계에 따른 공벽붕괴방지 효과에 대한 실험적 연구 결과를 다루었다. 이를 위해 내염성점토와 벤토나이트 안정액의 공벽 붕괴 방지 성능을 비교하였으며 아울러 첨가제 혼합 시 안정액의 성능지표 변화에 대한 실험결과를 간략히 기술하였다. 또한 지반시추(굴착) 및 안정액 투입을 모사하는 토조 장치를 구축하여 세립분이 포함된 화강풍화토 및 모래지반을 대상으로 해수에 배합된 다양한 안정액에 대한 실험을 수행하고 안정액 투입량, 굴착가능 깊이 등을 측정하여 공벽붕괴 방지 효과를 고찰하였다. 그 결과 내염성 점토와 벤토나이트 모두 폴리머 첨가시 공벽붕괴 방지효과가 단일 안정액에 비해 증가하는 것으로 검토되었으며 첨가제로 CMC보다 폴리머가 우수한 것으로 검토되었다. 본 논문에서는 도출된 연구결과가 실무적 차원에서 지니는 의미에 대한 내용을 기술하였다.

• Wind and Structures
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• 제20권5호
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• pp.643-660
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• 2015

The wind tunnel test of large-scale sectional model and computational fluid dynamics (CFD) are employed for the purpose of studying the aerodynamic appendices and mechanism on suppression for the vortex-induced vibration (VIV). This paper takes the HongKong-Zhuhai-Macao Bridge as an example to conduct the wind tunnel test of large-scale sectional model. The results of wind tunnel test show that it is the crash barrier that induces the vertical VIV. CFD numerical simulation results show that the distance between the curb and crash barrier is not long enough to accelerate the flow velocity between them, resulting in an approximate stagnation region forming behind those two, where the continuous vortex-shedding occurs, giving rise to the vertical VIV in the end. According to the above, 3 types of wind fairing (trapezoidal, airfoil and smaller airfoil) are proposed to accelerate the flow velocity between the crash barrier and curb in order to avoid the continuous vortex-shedding. Both of the CFD numerical simulation and the velocity field measurement show that the flow velocity of all the measuring points in case of the section with airfoil wind fairing, can be increased greatly compared to the results of original section, and the energy is reduced considerably at the natural frequency, indicating that the wind fairing do accelerate the flow velocity behind the crash barrier. Wind tunnel tests in case of the sections with three different countermeasures mentioned above are conducted and the results compared with the original section show that all the three different countermeasures can be used to control VIV to varying degrees.

• 정보처리학회논문지B
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• 제11B권3호
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• pp.345-352
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• 2004

본 논문에서는 자유음장 모델을 기초로 5.1채널 스피커 시스템의 보상함수를 해석하고, 이를 심리음향에 기초한 바크 스케일(bark scale) 등 가 보상 밴드패스 필터에 적용하여 주파수 제한적인 음질 보상에 대한 실험을 통해 5.1채널 스피커 시스템에서 음향 재현시 나타나는 크로스토크를 제거함으로써 보다 입체적인 음을 재현하는 방법을 제안하였다. 정면 채널과 서라운드 채널의 음원을 기존의 2채널 및 5.1채널 시스템에서 제시하는 음원과 비교를 위하여 음질 평가와 함께 청취자를 대상으로 주관적인 평가를 실시하였다. 실험 결과 \pm30{\circ}$의 정면 스피커를 배치한 돌비 표준 스피커 배치에서 38dB 이상의 분리도를 얻었으며, 전문가 그룹의 음의 확산감에 대한 주관 평가에서는 5점 평가를 기준으로 0.4∼0.5점, 음의 깊이감 평가에서는 0.1∼0.2점이 향상되었다.

• 농촌계획
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• 제24권4호
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• pp.99-119
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• 2018

Unit load factor, which is used for the quantification of non-point pollution in watersheds, has the limitation that it does not reflect spatial characteristics of soil, topography and temporal change due to the interannual or seasonal variability of precipitation. Therefore, we developed the method to estimate a watershed-scale non-point pollutant load using seasonal forecast data that forecast changes of precipitation up to 6 months from present time for watershed-scale water quality management. To establish a preemptive countermeasure against non-point pollution sources, it is possible to consider the unstructured management plan which is possible over several months timescale. Notably, it is possible to apply various management methods such as control of sowing and irrigation timing, control of irrigation through water management, and control of fertilizer through fertilization management. In this study, APEX-Paddy model, which can consider the farming method in field scale, was applied to evaluate the applicability of seasonal forecast data. It was confirmed that the rainfall amount during the growing season is an essential factor in the non-point pollution pollutant load. The APEX-Paddy model for quantifying non-point pollution according to various farming methods in paddy fields simulated similarly the annual variation tendency of TN and TP pollutant loads in rice paddies but showed a tendency to underestimate load quantitatively.

• 대한토목학회논문집
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• 제28권1C호
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• pp.41-51
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• 2008

본 논문은 말뚝 및 기초지반의 강성이 수평재하말뚝의 거동에 미치는 영향을 알아보고자 주문진 표준사와 김해점토를 기초지반으로 수평재하말뚝에 대한 실내실험을 실시하였다. 또한 실험 결과를 바탕으로 영향계수를 정량화 할 수 있는 경험식을 산정하였다. 말뚝과 지반의 강성을 고려하기 위하여 길이가 다른 3개의 알루미늄 모형말뚝을 제작하였으며 이를 사질토와 점성토 지반에 설치한 후 기초지반의 상대밀도(사질토 지반) 및 비배수전단강도(점성토 지반)를 변화시켜가며 수평재하 실내실험을 수행하였다. 실험을 통하여 산정된 p-y 곡선의 초기기울기는 사질토와 점성토 지반 모두에서 깊이와 말뚝-지반의 강성에 비례하였으나 점성토 지반의 경우 사질토 지반에 비하여 깊이에 따른 초기기울기의 증가율이 작은 경향을 나타내었다. 또한 극한 지반반력의 경우 모든 지반 조건에서 수평지반반력계수와 유사하게 깊이와 지반강성에 비례하여 증가하였으나 말뚝 강성에 대한 영향은 적게 나타났다. 이와 같은 특성을 고려하여 본 논문에서는 p-y 곡선의 초기기울기 산정 식을 실험결과와 가장 유사한 형태를 지니는 쌍곡선으로 지반 조건에 따라 제시하였으며 제안된 식을 기존의 연구 및 현장재하시험과 비교하여 제안 식의 적용성을 검증하였다.

• 한국전산유체공학회지
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• 제16권2호
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• pp.30-48
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• 2011

A three-dimensional thermal-hydraulic code, CUPID, has been developed for the analysis of transient two-phase flows at component scale. The CUPID code adopts a two-fluid three-field model for two-phase flows. A semi-implicit two-step numerical method was developed to obtain numerical solutions on unstructured grids. This paper presents an overview of the CUPID code development and assessment strategy. The governing equations, physical models, numerical methods and their improvements, and the systematic verification and validation processes are discussed. The code couplings with a system code, MARS, and, a three-dimensional reactor kinetics code, MASTER, are also presented.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.353-364
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• 2011

This paper presents the ground behaviour of shield TBM lunching area during excavation. In order to perform this study, a scaled model test was carried out in the 1/45 scale for a field tunnel in practice where the tunnel had about 7.8 m diameter at Seoul Metro Line 9 construction site. The test to simulate earth pressure balance (EPB) shield TBM tunnelling at the lunching area was conducted with the developed small scaled shield TBM machine. Measurements were performed during simulation of excavation for total jacking thrust force, ground displacements and pressures. Based on the analysis of simulation results, the stability of ground was verified and evaluated. In particular, the suitable reinforcement range and methods are also suggested. In addition, these results are useful for engineers and technicians to select suitable and serviceable machine operation parameters and reduce environmental influence at all stages of tunnel construction.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회A
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• pp.614-619
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• 2007

The importance of simulation of plastic flow in the injection mold is increasing as the parts are more complex, but the small-scale enterprises can't afford to invest for the infra individually. CAE (Computer Aided Engineering) service was naturally born based on these needs. This paper presents the engineering collaboration model between the large and the small/medium enterprises in the field of injection molds. Based on the engineering collaboration hub and CAE service, small-scale enterprises could research the necessary technology and develop the proper products. The analysis results of CAE are provided by the integrated visualization system on the web. This paper also deals with the delivery shorting process of CAE service for electric/electronic parts which should meet the needs of customers as soon as possible.