• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2001년도 봄 학술발표회 논문집
• /
• pp.97-104
• /
• 2001

The magnitude and the orientation of in-situ stresses contribute to ground displacement and stresses in the field of underground space. This paper investigates in-situ stresses at various depth on the basis of 392 data which were determined by over-coring and hydro-fracturing test methods in the Korea peninsula. The result shows that in-situ stress distribution are more or less non-uniform through the Granite and Gneiss sub-area, and that the K-value in the Volcanic sub-area are below 1 at the deep depth. Also, the result of three dimensional numerical analyses of tunnel shows that the direction and magnitude of displacement around tunnel are much effected by the stress difference between the maximum and the minimum horizontal stress.

• 한국지반공학회논문집
• /
• 제18권2호
• /
• pp.65-74
• /
• 2002

지중응력의 측정은 터널 및 지하구조물의 변위와 응력분포를 예측하는데 중요하다. 본 연구에서는 남부 한반도 지역의 지중응력 분포를 음력해방법과 수압파쇄법으로 측정된 새로운 380개의 자료를 통하여 재평가와 이를 고려한 삼차원 터널해석을 실시하였다. 지중응력분포의 결과에 의하면 변성암과 화강암지역의 수평응력분포는 퇴적암과 화산암의 분포에 비하여 불규칙한 경향을 보이고 있다. 화산암 지역에서는 수직응력에 대한 수평음력의 비(측압계수, K)는 150m 깊이 이상 심도에서 1보다 작다. 또한, 국내에서는 처음으로 측정된 지중응력에 대한 삼차원 방향과 크기를 동시에 그림으로 나타내었다. 삼차원 터널 해석에 의하면, 터널 주변의 변위에 대한 방향과 크기는 최대수평음력과 최소수평응력의 차이에 의하여 주로 영향을 받고 있다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 1998년도 가을 학술발표회 논문집
• /
• pp.81-88
• /
• 1998

• Applied Microscopy
• /
• 제43권2호
• /
• pp.88-97
• /
• 2013

Technical investigation to figure out the problems arising during in-situ heating electron backscatter diffraction (EBSD) analysis inside scanning electron microscopy (SEM) was carried out. EBSD patterns were successfully acquired up to $830^{\circ}C$ without degradation of EBSD pattern quality in steels. Several technical problems such as image drift and surface microstructure pinning were taking place during in-situ experiments. Image drift problem was successfully prevented in constant current supplying mode. It was revealed that the surface pinning problem was resulted from the $TiO_2$ oxide particle formation during heating inside SEM chamber. Surface pinning phenomenon was fairly reduced by additional platinum and carbon multi-layer coating before in-situ heating experiment, furthermore was perfectly prevented by improvement of vacuum level of SEM chamber via leakage control. Plane view in-situ observation provides better understanding on the overall feature of recrystallization phenomena and cross sectional in-situ observation provides clearer understanding on the recrystallization mechanism.

• BMB Reports
• /
• 제46권2호
• /
• pp.65-72
• /
• 2013

In situ detection of RNAs is becoming increasingly important for analysis of gene expression within and between intact cells in tissues. International genomics efforts are now cataloging patterns of RNA transcription that play roles in cell function, differentiation, and disease formation, and they are demon-strating the importance of coding and noncoding RNA transcripts in these processes. However, these techniques typically provide ensemble averages of transcription across many cells. In situ hybridization-based analysis methods complement these studies by providing information about how expression levels change between cells within normal and diseased tissues, and they provide information about the localization of transcripts within cells, which is important in understanding mechanisms of gene regulation. Multi-color, single-molecule fluorescence in situ hybridization (smFISH) is particularly useful since it enables analysis of several different transcripts simultaneously. Combining smFISH with immunofluorescent protein detection provides additional information about the association between transcription level, cellular localization, and protein expression in individual cells.

• 한국터널지하공간학회 논문집
• /
• 제9권3호
• /
• pp.275-286
• /
• 2007

지하암반에서 지하구조물을 구축하는 경우, 지하구조물의 안정성 확보를 위한 굴착, 지보 및 대책공법은 현지 암반응력의 크기 및 방향에 큰 영향을 받게 된다. 따라서 터널과 같은 지하구조물의 설계와 안정성 해석에 있어서 현지 암반응력의 분포특성을 고려하는 것은 대단히 중요한 문제라고 할 수 있다. 본 연구에서는 암반응력을 고려한 터널설계 사례를 통하여 합리적이고, 안정적인 지하구조물 설계 방안에 대하여 고찰하고자 하였다 이를 위하여 Q-System에 의한 암반분류시 입력변수인 응력저감계수(SRF) 평가과정 및 표준지보패턴 설계 사례에 대하여 검토하였다. 또한 터널안정성 해석시 측압계수 크기 및 주응력 방향을 변수로 한 수치해석을 수행하여 터널 안정성 해석시 개선사항에 대하여 제안하였다.

• 한국재료학회지
• /
• 제14권5호
• /
• pp.305-309
• /
• 2004

Mechanical alloying (MA) of Ti-25.0～37.5at%Si powders was carried out in a high-energy ball mill, and in situ thermal analysis was also made during MA. In order to classify the synthesis behavior of the powders with respect to at%Si, the synthesis behavior during MA was investigated by in situ thermal analysis and X-ray diffraction (XRD). In situ thermal analysis curves and XRD patterns of Ti-25.0～26.1at%Si powders showed that there were no peaks during MA, indicating $Ti_{5}$ $Si_3$ was synthesised by a slow reaction of solid state diffusion. Those of Ti-27.1～37.5at%Si powders, however, showed that there were exothermic peaks during MA, indicating $_Ti{5}$ $Si_3$ and$ Ti_3$Si phase formation by a rapid exothermic reaction of self-propagating high-temperature synthesis (SHS). For Ti-27.1～37.5at%Si powders, the critical milling times for SHS decreased from 38.1 to 18.5 min and the temperature rise, ΔT (= peak temperature - onset temperature) increased form $19.5^{\circ}C$ to $26.7^{\circ}C$ as at%Si increased. The critical composition of Si for SHS reaction was found to be 27.1at% and the critical value of the negative heat of formation of Ti-27.1at%Si to be -1.32 kJ/g.

• 한국재료학회지
• /
• 제14권5호
• /
• pp.310-314
• /
• 2004

Mechanical alloying (MA) of Ti-50.0～66.7at%Si powders was carried out in a high-energy ball mill, and in situ thermal analysis was also made during MA. In order to classify the synthesis behavior of the powders with respect to at%Si, the synthesis behavior during MA was investigated by in situ thermal analysis and X-ray diffraction (XRD). In situ thermal analysis curves and XRD patterns of Ti-50.0～59.6at%Si powders showed that there were exothermic peaks during MA, indicating TiSi, $TiS_2$, and $Ti_{5}$ $Si_4$ phase formation by a rapid exothermic reaction of self-propagating high-temperature synthesis (SHS). Those of Ti-59.8～66.7 at%Si powders, however, showed that there were no peaks during MA, indicating any Ti silicide was not synthesised until MA 240 min. For Ti-50.0～59.6at%Si powders, the critical milling times for SHS increased from 34.5 min to 89.5 min and the temperature rise, $\Delta$T (=peak temperature-onset temperature) decreased form $26.2^{\circ}C$ to $17.1^{\circ}C$ as at%Si increased. The critical composition of Si for SHS reaction was found to be 59.6at% and the critical value of the negative heat of formation of Ti-59.6at%Si to be -1.48 kJ/g.

• 한국지반공학회논문집
• /
• 제24권10호
• /
• pp.121-129
• /
• 2008

본 논문에서는 기존 공장제작 콘크리트 팽이기초가 갖는 문제점들을 해결 보완하기 위해 개발된 현장타설 팽이기초의 거동특성을 검토하고자, 현장재하시험 결과를 근거로 팽이기초의 수치해석 모델링을 하였으며, 구성된 수치해석 모델을 이용하여 기초형식 및 형상 변화에 따른 거동특성을 비교 분석하였다. 수치해석 결과, 현장타설 팽이기초 (In-situ TBF)는 전단활동파괴면이 더 깊고 넓게 형성되어 지반파괴에 대한 저항력이 증가하게 되고, 이로 인해 지지력이 향상되는 것을 확인 할 수 있었다. 기초의 형상에 따른 효과는 원추부에 의한 것 보다는 말뚝부에 의한 효과가 더 큰 것으로 나타났으며, 원추부와 말뚝부가 조합되어 이루어진 팽이기초 형상이 가장 큰 효과를 나타내는 것으로 나타났다. 말뚝부의 길이를 증가시키면서 해석을 수행한 결과, 현재 사용되고 있는 팽이기초말뚝부의 길이가 효율적 크기라는 것을 확인 할 수 있었다.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2008년도 춘계학술대회논문집
• /
• pp.795-800
• /
• 2008

The sound transmission loss is a key index to evaluate the acoustic performance of a car-body structure at the high frequency range. From this paper, a new validation method for in-situ sound transmission loss is proposed. First, in-situ sound transmission loss is measured by using PU intensity probe on the condition of complete vehicle. Second, validation test, which is consisted of internal, external and total frequency response function test, is performed by using volume acceleration source and microphones. Then, these test results are compared to validate the accuracy of in-situ sound transmission loss. Finally, the test result of in-site method is compared with results of two reverberant room test method and SEA analytical method. The reliability of in-situ method is confirmed by these procedures.