• 한국산림과학회지
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• 제108권2호
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• pp.208-215
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• 2019

이 연구는 붕괴모의실험을 통하여 체적함수비센서와 텐시오미터의 반응성을 분석하고, 산사태 조기경보용으로의 활용성을 검토하기 위해 수행되었다. 산림토양과 사질토의 배합비율을 조정한 3개의 토양조건에서 120 mm/h의 인공강우를 적용하여 얕은 깊이에서 빠르게 진행되는 붕괴형태를 실험적으로 모의하고, 그 과정에서의 두 센서의 반응을 분석하였다. 그 결과, 모든 실험조건에서 체적함수비센서 및 텐시오미터의 계측값은 각각 30~37%, -3~-5 kPa으로 수렴된 이후에 붕괴가 발생하였다. 실험결과를 토대로 토층 최하부에 설치된 체적함수비센서의 계측값을 활용하여 조기경보 발생시점의 범위를 논의하였으나, 이를 일반화하여 명확한 시점으로 규정할 수는 없었다. 두 센서를 실용적인 차원에서 산사태 조기경보용으로 활용하기 위해서는 다양한 조건에서의 추가적인 실험 및 검증이 필요할 것으로 생각되었다.

• 대한영상의학회지
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• 제82권4호
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• pp.876-888
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• 2021

목적 항암 치료를 진행하는 위암 간전이 환자에서 종양의 길이를 이용한 반응 평가와 비교하여 종양의 부피를 이용한 반응 평가가 환자의 생존율을 더 잘 예측할 수 있는지 알아보는 연구이다. 대상과 방법 항암 치료를 진행하는 위암 간전이 환자 43명을 연구에 포함하였다. 간전이 종양의 부피를 정량적으로 계산한 기준과 Response Evaluation Criteria in Solid Tumors 기준을 비교하였다. 카플란-마이어, 콕스비례위험 모형을 사용하여 일변량분석과 다변량분석을 통해 환자 생존율 및 연관된 인자를 알아보았다. 결과 저자들은 간전이 종양의 부피를 정량적으로 계산한 기준을 이용했을 때, 질환 반응군(23.6개월; 95% 신뢰구간, 8.63~38.57)과 질환 비반응군(7.6개월; 95% 신뢰구간, 3.78~11.42)간 생존율에 통계학적 유의한 차이를 확인하였다(p = 0.039). 질환 안정군과 질환 진행군을 부피를 이용한 반응 평가와 길이를 이용한 반응 평가로 구분할 경우 양군은 생존기간과 위험비에서 의미 있는 차이를 보였으나 두 반응 평가 방법 간 차이는 없었다(카플란-마이어 모형: p = 0.006; 콕스비례위험 모형: 위험비, 2.437, p = 0.008). 결론 항암 치료를 진행하는 위암 간전이 환자들에서 간전이의 부피 반응 평가는 환자들의 생존율을 예측하는 데 도움을 줄 수 있다.

• 한국지반공학회지:지반
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• 제12권6호
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• pp.139-152
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• 1996

불포화토에 대한 흐름문제를 해석하기 위해서는 비선형으로 표시되는 부간극수압과 함수비 사이의 관계를 알아야 한다. 본 논문에서는 주문진 표준사, 한강모래 및 세립함유율이 다른 몇가지 화강풍화토에 대하여 2가지 실험기구로 이 관계를 측정하고 그 특성을 규명하였다. 여기서 얻은 자료를 이용하여 이 관계를 실험없이 추정가능한 경험식에 쓰이는 경험상수들을 얻었다. 몇가지 경험식중 van Genuchten(1980)의 것이 실험곡선과 잘 부합된다. 화강풍화토에 대해서는 세립함유율(No.200체 통과율)의 증가에 따라 경험상수들도 거의 일정하게 증가하는 경향을 보인다는 것을 알게 되었다. 따라서 이 관계를 이용하여 화강풍화토에 대한 함수특성곡선의 추정이 가능하다.

• Smart Structures and Systems
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• 제17권1호
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• pp.17-29
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• 2016

Ultrasonic tomography is a powerful tool for identifying defects within an object or structure. But practical application of ultrasonic tomography to solids is often limited by time consuming transducer coupling. Air-coupled ultrasonic measurements may eliminate the coupling problem and allow for more rapid data collection and tomographic image construction. This research aims to integrate recent developments in air-coupled ultrasonic measurements with current tomography reconstruction routines to improve testing capability. The goal is to identify low velocity inclusions (air-filled voids and notches) within solids using constructed velocity images. Finite element analysis is used to simulate the experiment in order to determine efficient data collection schemes. Comparable air-coupled ultrasonic signals are then collected through homogeneous and isotropic solid (PVC polymer) samples. Volumetric (void) and planar (notch) inclusions within the samples are identified in the constructed velocity tomograms for a variety of transducer configurations. Although there is some distortion of the inclusions, the experimentally obtained tomograms accurately indicate their size and location. Reconstruction error values, defined as misidentification of the inclusion size and position, were in the range of 1.5-1.7%. Part 2 of this paper set will describe the application of this imaging technique to concrete that contains inclusions.

• 한국의학물리학회:학술대회논문집
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• 한국의학물리학회 2002년도 Proceedings
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• pp.457-460
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• 2002

The image quality of three-dimensional (3D) images has been widely investigated by the qualitative analysis method. A need remains for an objective and quantitative method to assess the image quality of 3D volume-rendered images. The purpose of this study was to evaluate the quantitative accuracy of distance measurements on 3D volume-rendered images of a dry human skull by using multi-detector computed tomography (MDCT). A radiologist measured five times the twenty-one direct measurement line items composed among twelve reference points on the skull surface with a digital vernier caliper. The water filled skull specimen was scanned with a MDCT according to the section thicknesses of 1.25, 2.50, 3.75, and 5.00 mm for helical (high quality; pitch 3:1) scan mode. MDCT data were reconstructed with its acquisition section thickness and with 1.25 mm section thickness for all scans. An observer also measured seven times the corresponding items on 3D volume-rendered images with measuring tools provided by volumetric analysis software. The quantitative accuracy of distance measurements on the 3D volume-rendered images was statistically evaluated (p-value < 0.05) by comparatively analyzing these measurements with the direct distance measurements. The accuracy of distance measurements on the 3D volume-rendered MDCT images acquired with 1.25, 2.50, 3,75 and 5.00 mm section thickness and reconstructed with its section thickness were 48%, 33%, 23%, and 14%, respectively. Meanwhile, there were insignificant statistical differences in accuracy of distance measurements among 3D volume-rendered images reconstructed with 1.25 mm section thickness for the each acquisition section thickness. MDCT images acquired with thick section thickness and reconstructed with thin section thickness in helical scan mode should be effectively used in medical planning of 3D volume-rendered images. The quantitative analysis of distance measurement may be a useful tool for evaluating the quantitative accuracy and the defining optimal parameters of 3D volume-rendered CT images.

• Geomechanics and Engineering
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• 제6권5호
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• pp.487-502
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• 2014

A three dimensional finite element model was used to simulate rapid impact compaction (RIC) in loose granular soils using ABAQUS software for one impact point. The behavior of soil under impact loading was expressed using a cap-plasticity model. Numerical modeling was done for a site in Assalouyeh petrochemical complex in southern Iran to verify the results. In-situ settlements per blow were compared to those in the numerical model. Measurements of improvement by depth were obtained from the in-situ standard penetration, plate loading, and large density tests and were compared with the numerical model results. Contours of the equal relative density clearly showed the efficiency of RIC laterally and at depth. Plastic volumetric strains below the anvil and the effect of RIC set indicated that a set of 10 mm can be considered to be a threshold value for soil improvement using this method. The results showed that RIC strongly improved the soil up to 2 m in depth and commonly influenced the soil up to depths of 4 m.

• 콘크리트학회논문집
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• 제16권1호
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• pp.130-138
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• 2004

The primary factors that affecting concrete sulfate resistance are the chemistry of the Portland cement and the chemistryandreplacementlevelofmineraladmixtures. In order to investigate the effect of those on the sulfate attack the testing program involved the testing of several different mortar mixes using the standardized test, ASTM C 1012. four different cements were evaluated including one Type I cement, two Type I-II cements, and one Type V cement. Mortar mixes were also made with mineral admixtures as each cement was combined with three different types of mineral admixtures. One Class F fly ash and one Class C fly ash was added in various percent volumetric replacement levels. The expansion measurements of mortar bars were taken and compared with expansion criteria recommended from past experience to investigate the effect of each factor.

• 한국조리학회지
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• 제2권
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• pp.183-207
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• 1996

This study is to investigate the effect on the quality and properties of bread affected by licorice extract addition. The measurements of the farinograph, extensograph and amylograph on dough are carried out. And the evaluations of volumetric changes during fermentation, shape of bread crumb, sensory test, firmness are obtained. The obtained results are as follows. 1. Proximate compositions of licorice extract are as follows: moisture 73.7%, crude protein 4.1%, crude lipid 2.8%, crude ash 1.4%. 2. Water absoorption, arrival time dough development time mechanical tolerence index and valorimeter value are increased but stability is decreased with the addition of licorice extract. 3. The resistance to extension is increased but extensibility is decreased with the addition of licorice extract. 4. The initial pasting and highest viscosity temperatures are not affected but the highest viscosity is steepy decreased over 1.0% addition of licorice extract. 5. The volume of dough during fermentation and specific volume of bread is decreased with the addition of licorice extract. 6. The grain of bread is to be rough and irregular and the firmness is increased with the addition of licorice extract. 7. The records of sensory test are decreased with the addition of licorice extract.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2005년도 학술발표논문집
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• pp.375-380
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• 2005

In Korea, most landslides are occurred during the rainy season from June to September and have a shallow failure plane parallel to the slope. For these types of rainfall-induced failures, the most important factors triggering slope unstability is not the increase of pore water pressure but the decrease of the matric suction of unsaturated soils by rainfall infiltration. So it is essential to landslide hazard assessment that defines the characteristics of infiltration in natural slopes. In this study, field measurements have been carried out in order to monitor in-situ volumetric water contents and ground water table, at several depths and locations on a natural slope. The results show that rainfall infiltration is correlated with antecedent water contents, rainfall intensity and total rainfall. The ground water table was varied sensitively by every rainfall event.

• 대한가정학회지
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• 제38권12호
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• pp.249-256
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• 2000

본 연구는 유방절제수술을 받은 여성들이 착용하는 브래지어와 보정물의 중량을 결정하는데 필요한 예비자료를 수집하기 위하여 중년여성 12명을 대상으로 31항목에 대한 인체계측 및 석고법에 의한 유방용적측정을 실시하고 얻어진 유방관련 항목자료와 각 치수별 무게자료를 비교.분석하였다. 그 결과는 다음과 같다. 1.유방용적 측정결과 모든 피험자에 있어 오른쪽과 왼쪽 유방용적에 차이가 있는 것으로 나타났다. 2. 브래지어 컵 치수는 가슴둘레와 밑가슴둘레간의 차이로 결정되는 것이므로 유방용적과 브래지어 치수의 크기가 일치하지 않는 것으로 나타났다. 3.절반 이상의 피험자가 자신의 브래지어 치수를 잘못 선택하고 있는 것으로 나타났다.