• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2012.04a
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• pp.167-169
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• 2012

본 연구는 정수기 화재의 원인 판정을 위한 지식기반을 구축하기 위해서 인위적 착화가 발생했을 때의 연소 확산 패턴을 해석하였다. 실험이 재현되는 동안 외부에서 인위적인 에너지의 공급은 없었으며, 정수기는 정상 작동 상태를 유지시켰다. 인위적 화염으로 착화되어 50[sec] 경과하였을 때까지 불꽃은 외부에서 관측되지 않았다. 그러나 120[sec] 정도 경과되었을 때 일순간 화염은 확산되기 시작하였으며, 부분적인 소락이 발생되는 것이 관측된다. 화염이 180[sec] 동안 진행되었을 때 강제로 진압된 후 연소패턴 분석에서 최초의 착화점을 기준으로 정확한 브이패턴(V-pattern)이 형성되었으며, 외부에서 화염이 공격되었을 때와 확연한 차이가 있음을 알 수 있다. 또한 정수기 후면에 설치된 방열판의 열화 특성 분석에서 화열의 공격방향 판정이 가능한 것을 알 수 있었다.

• Journal of Ocean Engineering and Technology
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• v.8 no.2
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• pp.105-114
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• 1994

초경합금은 기계적 성질이 다른 WC의 분상상과 Co의 결합상으로 구성되어 있다. 만일 이합금이 거시적으로 균일하게 변형을 하면, 각 상들은 이들의 응력상태에 따라 다르게 변형될 것이다. 따라서 WC-Co 합금의 변형특성과 강화기구를 명확히 알기 위해서는 각상의 미시적 변형과 파괴기구를 검토할 필요가 있다. 본 연구에서는 시편에 굽힘하중을 가하여, X선 회절로 분산상인 WC상 및 결합상인 Co상의 X선적 탄성정수와 응력정수를 측정하였다. WC-Co합금중의 WC상과 Co상의 상응력은 WC(112)면과 CO(311)면의 회절로서 결정하였다. 그리고 이 상응력들을 복합법칙의 적용가능성에 대하여 검토하였다.

• Journal of Korean Society of societal Security
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• v.3 no.2
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• pp.47-55
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• 2010

It was developing of portable hybrid water purification system for clean water production in the disaster area. because there are no way to supply a drinking water to the victims of calamity. currently, the government has been supplying bottled water to victims. but it is a limit to the reserves. It is composed of a filter, a feed pump, a solar-cell, a controller, and a case and is possible supplying a drinking water not to limit time and a place. Field test was carried out to developed portable water purification system and the purified water was satisfied a criterion for a drinking water.

• Journal of Advanced Navigation Technology
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• v.14 no.6
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• pp.800-807
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• 2010

Jack knifing accident of semi trailer vehicle is one of the most dangerous accident type because the vehicle cross over its lane by the accident. Jack knifing accident can be predicted and detected by GNSS precise relative positioning. But integer ambiguity resolution procedure is inevitable in GNSS precise relative positioning. In this paper, success rate improving method of integer ambiguity resolution is proposed for jack knifing accident prediction and detection of semi trailer vehicle, and proposed method is tested by simulation.

• Journal of the Korean GEO-environmental Society
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• v.20 no.5
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• pp.13-21
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• 2019

There are many cuts or natural rock slopes that remain stable for a long time in the natural environment with steep slopes ($65^{\circ}$ to $85^{\circ}$). In terms of design practice, the rock mass consisting of similar rock condition and geological structures is defined as a good continuum rock slope, and during the process of decision making angle of this rock slope, it will be important to establish the geotechnical properties estimating method of the continuum rock on the process of stability analysis in the early stages of design and construction. In this study, the stability analysis of a good continuum rock slope that can be designed as a steep slope proposed a practical method of estimating the shear strength by induced from the Hoek-Brown failure criterion, and in addition, the design applicability was evaluated through the stability analysis of steep rock slope. The existing method of estimating the shear strength was inadequate for practical use in the design, as the equivalent M-C shear strength corresponding to the H-B envelope changes sensitively, even with small variations in confining stress. To compensate for this problem, it was proposed to estimate equivalent M-C shear strength by iso-angle division method. To verify the design applicability of the iso-angle division method, the results of the safety factor and the displacement according to the change in angle of the cut slope constructed at the existing working design site were reviewed. The safety factor is FS=16~59 on the 1:0.5 slope, FS=12~52 on the 1:0.3 slope, most of which show a 10~12 percent reduction. Displacement is 0.126 to 0.975 mm on the 1:0.5 slope, 0.152 to 1.158 mm on the 1:0.3 slope, and represents an increase of 10 to 15%. This is a slightly change in normal proportion and is in good condition in terms of stability. In terms practical the working design, it was confirmed that applying the shear strength estimated by Iso-angle division method derived from the H-B failure criterion as a universal shear strength for a good continuum rock mass slope was also able to produce stable and economic results. The procedure for stability analysis using LEM (Limit Equilibrium Analysis Method) and FEM (Finite Element Analysis Method) will also be practical in the rock slope where is not distributed fault. The study was conducted by selecting the slope of study area as a good rock condition, establishing a verification for which it can be applied universal to a various rock conditions will be a research subject later on.

• 수도
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• s.20
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• pp.41-56
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• 1980

이 논문은 한강 하류지역의 수질이 상수도 수원으로서 적합치 못한 상태에 있어 이에 대한 적정한 정수처리계통을 제시한 논문으로서, 현재 서울특별시 건설국장으로 재식하고 있는 필자가 과거 다년간의 상하수도 행정을 담당해 오면서 얻은 경험으로 한강수의 적정처리에 대한 기초자료를 얻기 위한 연구논문이다. 이 논문으로 79. 8. 31. 한양대학교로부터 공학박사 학위를 받은바 있다. 특히 전국적으로 상수도 수원의 수질오염문제가 심각하게 논의되고 있는 이때 귀중한 자료로서 평가되고 있다. 논문을 상.하로 나누어 2회에 걸쳐 게재한다.

• 수도
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• s.19
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• pp.17-48
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• 1979

이 논문은 한강 하류지역의 수질이 상수도 수원으로서 적합치 못한 상태에 있어 이에 대한 적정한 정수처리계통을 제시한 논문으로서, 현재 서울특별시 건설국장으로 재식하고 있는 필자가 과거 다년간의 상하수도 행정을 담당해 오면서 얻은 경험으로 한강수의 적정처리에 대한 기초자료를 얻기 위한 연구논문이다. 이 논문으로 79. 8. 31. 한양대학교로부터 공학박사 학위를 받은바 있다. 특히 전국적으로 상수도 수원의 수질오염문제가 심각하게 논의되고 있는 이때 귀중한 자료로서 평가되고 있다. 논문을 상.하로 나누어 2회에 걸쳐 게재한다.

• The Monthly Diabetes
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• s.133
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• pp.90-91
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• 2000

뇌호흡 수련의 정수는 바로 이 편도 정화 수련에 있다고 해도 과언이 아니다. 편안하게 몸을 풀어주고 명상 상태에서 상상을 통해 편도를 깨끗한 물로 씻어보자. 뇌 속에 기억되어 있는 괴로운 감정들이 같이 씻겨 나간다고 상상하면서 해 본다.

• Land and Housing Review
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• v.3 no.3
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• pp.279-286
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• 2012

The limit states design method is replacing the allowable stress design method worldwide, e.g. the design code of ISO and various construction codes of Korea are adopting the reliability based limit state method. This paper proposed LRFD design value which is one of limit states design method for the PHC bored pile used as building foundation. This paper analysed 81 load test results and the bearing design(Meyerhof method & SPT-CPT conversion method), and proposed LRFD value for each design reliability Index 2.33 and 3.0 for PHC bored pile. LRFD value of PHC bored pile represents 0.36~0.44 for Meyerhof method and 0.24~0.31 for SPT-CPT conversion method according to the deign reliability index.

• Journal of the Korean Geotechnical Society
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• v.35 no.5
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• pp.5-19
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• 2019

Considering the natural phenomenon in which steep slopes ($65^{\circ}{\sim}85^{\circ}$) consisting of rock mass remain stable for decades, slopes steeper than 1:0.5 (the standard of slope angle for blast rock) may be applied in geotechnical conditions which are similar to those above at the design and initial construction stages. In the process of analysing the stability of a good to fair continuum rock slope that can be designed as a steep slope, a general method of estimating rock mass strength properties from design practice perspective was required. Practical and genealized engineering methods of determining the properties of a rock mass are important for a good continuum rock slope that can be designed as a steep slope. The Genealized Hoek-Brown (H-B) failure criterion and GSI (Geological Strength Index), which were revised and supplemented by Hoek et al. (2002), were assessed as rock mass characterization systems fully taking into account the effects of discontinuities, and were widely utilized as a method for calculating equivalent Mohr-Coulomb shear strength (balancing the areas) according to stress changes. The concept of calculating equivalent M-C shear strength according to the change of confining stress range was proposed, and on a slope, the equivalent shear strength changes sensitively with changes in the maximum confining stress (${{\sigma}^{\prime}}_{3max}$ or normal stress), making it difficult to use it in practical design. In this study, the method of estimating the strength properties (an iso-angle division method) that can be applied universally within the maximum confining stress range for a good to fair continuum rock mass slope is proposed by applying the H-B failure criterion. In order to assess the validity and applicability of the proposed method of estimating the shear strength (A), the rock slope, which is a study object, was selected as the type of rock (igneous, metamorphic, sedimentary) on the steep slope near the existing working design site. It is compared and analyzed with the equivalent M-C shear strength (balancing the areas) proposed by Hoek. The equivalent M-C shear strength of the balancing the areas method and iso-angle division method was estimated using the RocLab program (geotechnical properties calculation software based on the H-B failure criterion (2002)) by using the basic data of the laboratory rock triaxial compression test at the existing working design site and the face mapping of discontinuities on the rock slope of study area. The calculated equivalent M-C shear strength of the balancing the areas method was interlinked to show very large or small cohesion and internal friction angles (generally, greater than $45^{\circ}$). The equivalent M-C shear strength of the iso-angle division is in-between the equivalent M-C shear properties of the balancing the areas, and the internal friction angles show a range of $30^{\circ}$ to $42^{\circ}$. We compared and analyzed the shear strength (A) of the iso-angle division method at the study area with the shear strength (B) of the existing working design site with similar or the same grade RMR each other. The application of the proposed iso-angle division method was indirectly evaluated through the results of the stability analysis (limit equilibrium analysis and finite element analysis) applied with these the strength properties. The difference between A and B of the shear strength is about 10%. LEM results (in wet condition) showed that Fs (A) = 14.08~58.22 (average 32.9) and Fs (B) = 18.39~60.04 (average 32.2), which were similar in accordance with the same rock types. As a result of FEM, displacement (A) = 0.13~0.65 mm (average 0.27 mm) and displacement (B) = 0.14~1.07 mm (average 0.37 mm). Using the GSI and Hoek-Brown failure criterion, the significant result could be identified in the application evaluation. Therefore, the strength properties of rock mass estimated by the iso-angle division method could be applied with practical shear strength.