• 한국농공학회지
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• 제43권5호
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• pp.93-105
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• 2001

The permeability of converter slag, replacing material of sand mat on improving soft clay foundation, was evaluated in the laboratory as well as in situ test. Effects of grain size, flow water time and aging were investigated using sea and fresh water Converter slag which has a grain size less than 10mm were submerged with fresh water and sea water. In fresh water, the coefficients of permeability in samples A and B were measured as 4.50${\times}$10$^{-2}$ cm per second and 1.20${\times}$10$^{-1}$ cm per second, respectively while as 1.88$\times$10$^{-2}$ cm per second and 3.86$\times$10$^{-1}$ cm per second in sea water. The condition of turbulent flow may exit and was experimentally certified based on the relationship of hydraulic gradient and seepage velocity. After 180 days in using sea water, the coefficients of permeability of samples A and B decreased ten times smaller than those initial values, and after that time continually decreased as for till 360 days. Finally, filling with voids in high-calcium quicklime(CaO) may result in the reduction of coefficient of permeability. In-situ coefficient of permeability however was Practically satisfactory.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1991년도 추계학술발표회 논문집 지반공학에서의 컴퓨터 활용 COMPUTER UTILIZATION IN GEOTECHNICAL ENGINEERING
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• pp.179-194
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• 1991

This paper explains outline of a behavior analysis program for underground structures, and its application to a tunnel problem. The program can deal with elasto-plastic behavior of medium and supporting structures, discontinuous behavior due to existing joint, creation and propagation of cracks. in-situ loading condition, and incremental behavior due to stepwise excavation, etc. The program also has additional capabilities such as graphic output of mesh, displacement pattern, stress condition, and safety factor contour, and automatic mesh generation during the excavation steps.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 연약지반처리위원회 학술세미나
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• pp.71-78
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• 2000

SHANSEP method involves the consolidation to stresses in excess of the preconsolidation pressure in order to overcome sample disturbance effect. The concept of SHANSEP is based on an approach to laboratory test which attempts to reproduce the in-situ conditions more closely than is possible in routine tests and evaluates normalized strength parameters for the soil as a function of OCR. But SHANSEP method can be applied only to fairly uniform clay deposits, and is unsuitable for a random deposit. In this study, CK/sub o/U triaxial compression test and incremental loading consolidation test were performed for the application of SHANSEP method on Yangsan clay. During the K/sub o/-consolidation, triaxial specimens were consolidated to stress equal to two times the in-situ vertical effective stress. And for overconsolidated condition, the specimens were swelled to a known vertical effective stress in order to have the desired OCR. With the results of CK/sub o/U triaxial compression test using the block samples, the relationship between c/sub u//σ/sub vc/' and OCR on Yangsan clay was established. For evaluating the undrained shear strength of Yangsan clay with depth, CK/sub o/U triaxial compression test was performed using the piston samples taken from Yangsan site. And also undrained shear strength was analyzed from the in-situ test such as Cone Penetration Test(CPT), Dilatometer Test(DMT), and Field Vane Test(FVT) and was compared with that of CK/sub o/U triaxial compression test.

• 한국지반공학회논문집
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• 제16권6호
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• pp.127-139
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• 2000

In the study, an expert system was developed to predict the safety of tunnel and select proper tunnel reinforcement system using fuzzy quantification theory and fuzzy inference rule based on tunnel information database, For this development, many tunnelling sites were investigated and the applied countermeasures were studied after building tunnel database. There will be benefit for the deciding tunnel reinforcement method in the case of poor ground condition. The expert system developed in the study has two main parts, pre-module and post-module. Pre-module is used to decide input items of tunnel information based on the tunnel face mapping information which can be easily obtained in in-situ site. Then, using fuzzy quantification theory II, fuzzy membership function is composed and tunnel safety level is inferred through this membership function. Post-module is used to infer the applicability of each reinforcement methods according to the face level. The result of the predicted reinforcement system level was similar to measured ones. In-situ data were obtained in three tunnel sites including subway tunnel under Han River. Therefore, this system will be helpful to make the mose of in-situ data available and suggest proper applicability of tunnel reinforcement system to development more resonable tunnel support method without dependance of some experienced experts opinions.

• 한국지반공학회논문집
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• 제28권12호
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• pp.87-98
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• 2012

현장타설말뚝의 시공현장에서 소켓 벽면의 거칠기를 측정할 수 있는 거칠기 측정장치의 소나센서부를 개발하였으며 검증시험을 실시하였다. 모형 검증시험에서는 현장 굴착공내수 조건을 모사하여 염도, 온도, 혼탁도를 변화시켰다. 시험 결과를 통해 센서의 정밀도는 1mm임을 확인할 수 있었고 소나센서의 파형 특성상 경사면과 곡면의 측정값이 일부 분산되는 경우가 있었지만 시험에 사용된 모형의 형상은 비교적 정확하게 확인할 수 있었다. 또한 소나센서의 측정값은 염도, 온도, 혼탁도의 변화에 의한 영향을 받지 않음을 알 수 있었다.

• 한국정보통신학회논문지
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• 제5권6호
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• pp.1128-1135
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• 2001

본 논문에서는 HSG형성을 위한 Si$_2$H$_{6}$의 조사와 어닐링을 통한 seeding method를 64Mbit DRAM에 적용하였다. 이 기술을 사용함으로서 인이 도우핑된 Amorphous 실리콘의 전극에 HSG grain 크기를 조절할 수 있었고, 이 새로운 HSG형성조건은 기존의 stack 캐패시터보다 약 2배의 정전용량을 확보할 수 있었다. 이와같은 방법을 이용한 HSG형성에서 인농도, 저장폴리 증착온도 및 HSG의 두께에 대한 공정 최적 조건으로는 각각 3.0-4.OE19atoms/㎤ , 53$0^{\circ}C$ 및 400$\AA$이었다. 이들 최적화된 공정조건으로 64M bit DRAM 캐패시터에 적용시 질화막의 두께 한계는 65$\AA$으로 확인되었다.

• 한국태양에너지학회 논문집
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• 제38권6호
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• pp.65-72
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• 2018

Since data-driven building technologies have been widely applied to building energy systems, the accuracy of building sensors has more impacts on the building performance and system performance analysis. Various building sensors, however, can have typical errors including a random error (noise) and a systematic error (bias). The systematic error is indicated by the difference between the mean of measurements and their true value. It may occur due to the sensor's physical condition, measured phenomena, working environments inside the systems. Unfortunately, a conventional calibration method has limitations in calibrating the systematic errors because of the difference between working environments and calibration conditions. In such situations, a novel sensor calibration method is needed to handle various sensor errors, especially for systematic errors, in building energy systems having various thermodynamic environments. This study proposes a building sensor calibration method named Virtual In-situ Calibration (VIC) and shows how it is applied into a real building system and how it solves the sensor errors.

• 지질공학
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• 제10권3호
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• pp.225-236
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• 2000

웨스터리 화강암과 베리아 사암 시료에 지하 심부에 상당하는 현장 응력을 가한 후 시추를 함으로써 시추공벽 파쇄를 발생시켰으며, 이를 통하여 현장 응력의 크기를 추정할 수 있는지 연구하였다. 실험은 삼축압축 및 시추공벽 파쇄시험 등 두 단계로 나뉘어 수행되었다. 삼축압축 시험 결과로부터 모아-쿨롱, 나다이, 그리고 모기파괴 기준을 구하였다. 각 파괴 기준을 공벽 파쇄 경계 지점에서의 응력 상태와 비교한 결과, 모아-쿨공 파괴 기준은 공벽에서의 파쇄 응력과는 전혀 일치하지 않았다. 반면, 베리아 사암에서는 나다이기준, 그리고 웨스터리 화강암에서는 모기파괴 기준과 같은 다축(혹은 진 삼축) 파괴 기준이 공벽 주변에서 파쇄를 일으키는 응력 상태와 잘 일치하였다. 적당한 파괴 기준 및 시추공벽 파쇄 크기를 이용하여 두 개의 현장 수평 주응력 중 하나가 알려졌을 경우 다른 하나를 비교적 신뢰할 수 있는 정도로 추정할 수 있다는 것이 밝혀졌다.

• Journal of Welding and Joining
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• 제33권6호
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• pp.21-26
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• 2015

Recently, application of UHSS(Ultra High Strength Steels) whose tensile strength is over 1000MPa to car body structure are growing due to great needs for light weighting and improved crash worthiness. However, their poor weldability is one of obstacles to expand selecting to car body. In this study, effect of Phosphorus contents on resistance spot weldability of high elongation DP980 steel whose Si content is over 1% was investigated. The cross tension strength (CTS) was decreased showing partial interface fracture as Phosphorus content increase because of solidification segregation of Phosphorus. In order to improve resistance spot weldability by modification of welding condition, in-situ post-weld heating pulse was introduced after main pulse. The optimum cooling time between main and post pulse and post-pulse current condtion were determined through FEM welding simulation and DOE tests. The CTS was increased about 1.5 time showing plug fracture. The decrease of Phosphorus segregation was found to be a major reason for weld ductility and CTS improvement.

• Corrosion Science and Technology
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• 제14권6호
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• pp.301-312
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• 2015

Corrosion of zirconium fuel cladding is known to limit the lifetime and reloading cycles of fuel in nuclear reactors. Oxide layers formed on ZIRLO4^{TM}$ cladding samples, after immersion for 300-hour and 50-day in a simulated primary water chemistry condition ($360^{\circ}C$ and 20 MPa), were analyzed by using the scanning transmission electron microscopy (STEM), in-situ transmission electron microscopy (in-situ TEM) with the focused ion beam (FIB) technique, and X-ray diffraction (XRD). Both samples (immersion for 300 hours and 50 days) revealed the presence of the ZrO sub-oxide phase at the metal/oxide interface and columnar grains developed perpendicularly to the metal/oxide interface. Voids and micro-cracks were also detected near the water/oxide interface, while relatively large lateral cracks were found just above the less advanced metal/oxide interface. Equiaxed grains were mainly observed near the water/oxide interface.