• 한국전자현미경학회:학술대회논문집
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• 한국현미경학회 2001년도 제32차 추계학술대회
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• pp.18-22
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• 2001

A technique to characterize specific site of materials using a combination of a dedicated focused ion beam system(FIB), and Intermediate-voltage scanning transmission electron microscope(STEM) or transmission electron microscope(TEM) equipped with a scanning electron microscope(SEM) unit has been developed. The FIB system is used for preparation of electron transparent thin samples, while STEM or TEM is used for localization of a specific site to be milled in the FIB system. An FIB-STEM(TEM) compatible sample holder has been developed to facilitate thin sample preparation with high positional accuracy Positional accuracy of $0.1{\mu}m$ or better can be achieved by the technique. In addition, an FIB micro-sampling technique has been developed to extract a small sample directly from a bulk sample in a FIB system These newly developed techniques were applied for the analysis of specific failure in Si devices and also for characterization of a specific precipitate In a metal sample.

• Geomechanics and Engineering
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• 제13권4호
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• pp.571-584
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• 2017

Slope mass rating (SMR) is commonly used for the geomechanical classification of rock masses in an attempt to evaluate the stability of slopes. SMR is calculated from the $RMR_{89-basic}$ (basic rock mass rating) and from the characteristic features of discontinuities, and may be applied to slope stability analysis as well as to slope support recommendations. This study attempts to utilize the SMR classification system for slope stability analysis and to investigate the engineering geological conditions of the slopes and the slope stability analysis of the Gas Flare site in phases 6, 7 and 8 of the South Pars Gas Complex in Assalouyeh, south of Iran. After studying a total of twelve slopes, the results of the SMR classification system indicated that three slope failure modes, namely, wedge, plane and mass failure were possible along the slopes. In addition, the stability analyses conducted by a number of computer programs indicated that three of the slopes were stable, three of the slopes were unstable and the remaining six slopes were categorized as 'needs attention'classes.

• Journal of Chest Surgery
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• 제22권4호
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• pp.648-654
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• 1989

A clinical study was performed on 363 cases of pulmonary tuberculosis treated surgically resection during the period of 3 years from January, 1986 to December, 1988 in the National Kong-Ju Hospital. The results obtained are follows: 1. The ratio of male to female was 1.6:1 in male predominance, age from 20 to 40 occurred 82.6% of the total cases. 2. The moderately advanced cases was the highest incidence with 53.2 % for extent of disease, duration of illness which 1 to 5 years before operation was 40.8 % of the total cases. 3. Preoperative sputum examination for AFB was 53.2 % in negative but in spite of chemotherapy, persistent positive sputum was 46.7%. 4. Indication for surgery were: total destroyed lung was 35.5 %, destroyed lobe or segment with or without cavity was 30.6%, empyema with or without bronchopleural fistula was 8.5%, according to type and site of surgical procedure, pleuropneumonectomy and pneumonectomy was the highest incidence with 53.4 %, left site was slightly more than right with 55.9 % of the total cases. 5. The incidence of postoperative complication was 10.2 % and then the highest incidence was empyema with or without bronchopleural fistula with 4%, according to type of surgical procedure, postpleuropneumonectomy and postpneumonectomy was 6.1 % of the total cases. 6. Postoperative mortality was 1.4 % of the total cases, according to cause of deaths, hypovolemic shock due to bleeding were 2 cases, respiratory failure were 2 cases and hepatic coma due to hepatic failure was 1 case.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.171-178
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• 2005

It is unavoidable to be formed slopes under special circumstance of Korea where 70% of the whole area are composed of mountains when civil engineering projects such as roads, site developments are increased with industrial development and horizontal expansions of urban area. Moreover, stability of the slopes become one of quite important issues under special meteorological characteristics that over two-thirds of annual average rainfall are concentrated in summer season and the localized torrential downpour are getting more frequent recently. Resulting in these circumstances, partial slope failures by debris flow of the high water content soils are occurred frequently in cutting soil slopes. In this case of debris flow slope failure, slope declination method are selected for their stable recovery because it is impossible to recover entirely by existing recovery methods. Seeding or special grass planting methods are followed separately without exception. The method by which entire recover with bigger stability ratio would be possible and grass planting work would be done simultaneously is developed. In this study, the results of the tests including a real construction history in a failed slope using developed method are described

• 대한건축학회논문집:구조계
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• 제35권4호
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• pp.147-155
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• 2019

In this study, flexural tests of granite reinforced with titanium metal rods were carried out to repair and restore the damaged stone-made cultural heritage, the Stone Pagoda of the Mireuksa Temple Site. A total of twelve specimens were tested. The primary test parameters are the reinforcement ratio and the location of the reinforcement. For restoration, epoxy resin was used for joining the separated stones, and titanium metal rods were used for structural reinforcement. Test results showed that the flexural failure took place in specimens with a reinforcement ratio of 0.8% or less, and shear failure occurred when the reinforcement ratio was 1.68% or more. The peak load of the reinforced stone was found to be highly related to the reinforcement ratio. The peak load increased with increasing the reinforcement ratio. Also, the flexural behaviors of the reinforced stones were affected by the location of the reinforcement. Based on the test results, this study recommends the reinforcement ratio of the reinforced granite to induce ductile behavior.

• Geomechanics and Engineering
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• 제27권5호
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• pp.481-495
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• 2021

This article assesses and estimates the progressive failure mechanism of complex pit-rest secondary toppling of slopes that are located within the vicinity of the Gas Flare Site of Refinery No. 4 in South Pars Special Zone (SPSZ), southwest Iran. The finite element numerical procedure based on the Shear Strength Reduction (SSR) technique has been employed for the stability analysis. In this regard, several step modelling stages that were conducted to evaluate the slope stability status revealed that the main instability was situated on the left-hand side (western) slope in the Flare Site. The toppling was related to the rock column-overburden system in relation to the overburden pressure on the rock columns which led to the progressive instability of the slope. This load transfer from the overburden has most probably led to the separation of the rock column and to its rotation downstream of the slope in the form of a complex pit-rest secondary toppling. According to the numerical modelling, it was determined that the Strength Reduction Factor (SRF) decreased substantially from 5.68 to less than 0.320 upon progressive failure. The estimated shear and normal stresses in the block columns ranged from 1.74 MPa to 8.46 MPa, and from 1.47 MPa to 16.8 MPa, respectively. In addition, the normal and shear displacements in the block columns ranged from 0.00609 m to 0.173 m and from 0.0109 m to 0.793 m, respectively.

• 지질공학
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• 제22권1호
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• pp.83-94
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• 2012

산악지와 하천지에 위치하는 도로에는 도로 상부와 하부에 모두 비탈면이 조성된 경우가 많다. 북실지구는 도로 하부에 조성된 깎기비탈면으로서 2010년 10월 붕괴가 발생하였다. 정밀 현장조사 결과, 본 비탈면의 붕괴 원인은 도로 상부비탈면 계곡수의 배수 불량과 도로 표면수의 직접적 유입 등인 것으로 판단된다. 이는 층리 발달과 같은 지반 내적 요인과 복합적으로 작용하여 붕괴를 촉진시켰을 가능성이 높다. 평사투영해석 결과 평면파괴, 쐐기파괴, 전도파괴의 가능성이 인지되었다. 한계평형해석을 통한 안전율 산출 결과 우기시 평면파괴 및 쐐기파괴 안전율이 기준치에 미달되었다. 북실지구의 지형요소를 이용한 습윤지수 분석 결과, 9~10.5로 주변지역에 비하여 높은 값을 가지므로 유수의 영향이 집중되었던 것으로 판단된다. 북실지구 비탈면 안정성 확보에는 도로 상부에서 발생하는 유수 제어가 중요한 역할을 할 것으로 사료된다.

• 지질공학
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• 제4권3호
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• pp.343-356
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• 1994

대형구조물 및 발전소 또는 도로, 철도 등 모든 산업 및 사회간접시설물을 건설할 때, 새롭게 영구사면들이 조성되며 이러한 사면에서 지질재해인 암반의 사면붕괴가 종종 발생한다. 붕괴된 사면은 붕괴원인 및 붕괴형태 그리고 안정성 평가를 위한 현장조사 및 실내시험을 통하여 붕괴모델링(Failure Modelling)을 설정하게 되며, 이에 따른 사면의 안전율을 구하고 설계 기준에 맞도록 사면을 보강하게 된다. 사면의 보강은 현장여건이 최대한 반영된 최적의 붕괴모델링이 요구되며, 이에 따른 보강공법으로는 사면 경사각을 낮추거나 사면을 보강 처리하므로서 안전율을 증가시키는 방법 등이 있다.

• Wind and Structures
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• 제26권1호
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• pp.45-56
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• 2018

Wind damage of urban trees arises to be a serious issue especially in the typhoon-prone areas. As a family of tree species widely-planted in Southeast China, the structural behaviors of Plane tree is investigated. In order to accommodate the complexities of tree morphology, a fractal theory based finite element modeling method is proposed. On-site measurement of Plane trees is performed for physical definition of structural parameters. It is revealed that modal frequencies of Plane trees distribute in a manner of grouped dense-frequencies; bending is the main mode of structural failure. In conjunction with the probability density evolution method, the fragility assessment of urban trees subjected to wind excitations is then proceeded. Numerical results indicate that small-size segments such as secondary branches feature a relatively higher failure risk in a low wind level, and a relatively lower failure risk in a high wind level owing to windward shrinks. Besides, the trunk of Plane tree is the segment most likely to be damaged than other segments in case of high winds. The failure position tends to occur at the connection between trunk and primary branches, where the logical protections and reinforcement measures can be implemented for mitigating the wind damage.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.742-753
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• 2008

Currently an increasing number of urban tunnels with small overburden are excavated according to the principle of the New Austrian Tunneling Method (NATM). Therefore, a possibility of a tunnel collapse during excavation is getting higher in a proportionate manner. This paper will analyze causes the failure mechanism of a shallow NATM tunnel for different geological conditions, ground-water and invert solutions by investigation typical collapse site during tunnel construction. In this paper, this analysis performed two phase, firstly, the field investigation considering displacement measurement, ground-water level, geological characteristic, secondly, the numerical simulation considering the exist of invert construction and the effect of ground-water. It has been found that environmental factors such as state of underground water or construction sequences could influence failure mechanism of a shallow tunnel.