• Journal of the Korean Geotechnical Society
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• v.17 no.6
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• pp.15-24
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• 2001

In order to evaluate undrained shear strength of clayey soils using Piezocone Penetration Test (CPTu), piezoncone factor is utilized. Commonly, piezoncone factors determined by empirical basis were preferred, which were established by correlation between measurements of piezocone test and undrained strengths obtained from other shearing tests. However, previous studies on the empirical piezocone factors were site-specific and there have been no systematic investigations on the effect of both engineering characteristics of clayey soils and soil non-homogeneity on the piezocone factor. Accordingly, the direct application of the previous results to Korean clayey soils without verification may be inappropriate. In this study, empirical piezocone factors are evaluated by comparing 46 CPTu results of 10 test sites with undrained shear strength obtained from Field Vane Test (FVT) and laboratory triaxial tests. Their reliabilities are investigated by the comparison with the previous piezocone factors and the deviation of data distribution from the mean values. And the effects of referencing test methods and typical engineering characteristics of clayey soils such as overconsolidation ratio (OCR) and plastic Index (I$_{p}$) are examined. Because piezocone factors obtained for various soil conditions are widely distributed, it is not appropriate to use the mean value as a representative. Instead, it is recommended to apply the piezocone factors with OCR, which is found to be a major factor in deriving piezocone factor. The necessitated piezocone factors are presented.d.

• The Journal of Engineering Geology
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• v.17 no.4
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• pp.655-664
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• 2007

The major geotechnical parameters employed in tunnel design are deformation modulus, Poisson's ratio, friction angle, cohesion, etc. Among these parameters, the deformation modulus is the most significant parameter in tunnel deformation. However, determination of the modulus for rock mass by means of tests is very difficult due to factors affecting including discontinuities and sample size, etc. Thus input values used in the numerical analysis are generally determined by empirical method. A numerical analysis on tunnel was conducted with geotechnical parameters determined through the geological field mapping, laboratory tests, and evaluation of boring data, and some discrepancy between the computed result and tunnel displacements measured was found. Thus, further analyses by changing the deformation modulus of rock mass were performed to determine a relationship between the modulus and computed displacement. Data from two tunnel sites were used to verify the applicability of the proposed method and a correlative equation between deformation modulus and tunnel displacement is proposed. The deformation modulus of rock mass was around 30-40% of young's modulus of intact rock in these cases.

• Communications for Statistical Applications and Methods
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• v.4 no.3
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• pp.617-628
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• 1997

시계열 자료의 변이상태(transition status)에 대한 판별은 여러 분야에서 연구되고 있다. 하지만 변압기의 진동신호와 같이 특정한 시계열모형을 적합시키기 힘든 자료는 변이 상태에 대한 판별이 쉽지 않다. 본 논문에서는 정상적인 변압기에서 발생하는 진동신호에 대하여 각 주기별 최대값, 자기상관계수 및 편자기상관계수 등의 경험적 표본분포를 연구한 후, 이를 이용한 관리도를 만들어 변압기 진동신호의 변이상태에 대한 판별을 하였다. 이 방법은 품질관리의 관리도 이론을 시계열자료에 응용한 것으로 비정상적인 변압기 진동신호의 판별에 만족스러운 결과를 가져왔다.

• Proceedings of the KSRS Conference
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• 2009.03a
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• pp.280-285
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• 2009

1998년 8월부터 2005년 6월까지 한반도 주변 해역에서 현장관측한 해수의 고유 광특성(IOPs)과 외형적 광특성(AOPs) 자료들을 이용하여 원격반사도$(R_{rs}(\lambda))$와 성분별 흡광계수의 총 합 $(\alpha(\lambda)=\alpha_w(\lambda)+\alpha_{ph}(\lambda)+\alpha_{ss}(\lambda)+\alpha_{dom}(\lambda))$의 상관관계를 분석하고, $R_{rs}(\lambda)$ 밴드비를 이용하여 흡광계수 산출 알고리즘을 개발하였다. 파장에 따른 $R_{rs}(\lambda)$와 총합 $\alpha(\lambda)$의 상관관계는 반비례적인 관계를 보였고, 파장 443 nm일 때 상관도$(R^2)$는 0.717이다. $\alpha_{ph}(\lambda)$ 산출알고리즘은 엽록소의 흡광과 관련된 파장 490 nm와 부유물의 산란과 관련된 파장 555 nm의 $R_{rs}(\lambda)$ 밴드비의 함수 형태로 구성하였고, 파장 443 nm일 때 RMS 값은 0.223이다. $\alpha_{ss}(\lambda)$과 $\alpha_{dom}(\lambda)$ 산출 알고리즘은 용존유기물의 흡광과 관련된 파장 412 nm와 부유물의 산란과 관련된 파장 555 nm의 $R_{rs}(\lambda)$ 밴드비의 함수 형태로 구성하였고, 파장 412 nm일 때 RMS 값은 각각 0.324와 0.230이다. $\alpha_{ph}(\lambda),\;\alpha_{ss}(\lambda),\;\alpha_{dom}(\lambda)$ 산출 알고리즘들은 대체적으로 현장값보다 높게 추정하였고 스펙트럼들은 잘 재현해냈다. 추후 이에 대한 개선과 알고리즘의 검보정이 요구된다.

• Korean Journal of School Psychology
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• v.16 no.3
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• pp.381-400
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• 2019

This study investigated how abuse and neglect experience by parents affect self-respect, relationship with teachers and variance of emotional problem. Also we verified whether self-respect and relationship with teachers mediates relation between abuse and neglect experience and variance of emotional problem. The results of this study are as follows. First, adolescents who experienced abuse and neglect appear to have emotional problems such as depression, social withdrawal, and somatic symptoms. Furthermore, youth who have abuse and neglect experience have difficulties in self-respect and relation with teachers. Second, self-respect and relationship with teachers have significant indirect effect on relation between abuse and neglect experience and variance of emotional problem. Third, although relation between abuse and neglect experience and relationship with teachers represent positive correlation, the regression coefficients in the direct path are significant in the opposite direction, resulting in a suppression effect. Finally, implications for interventions, limitations of the study, and suggestions for future research were discussed.

• International Journal of Highway Engineering
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• v.7 no.3 s.25
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• pp.63-69
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• 2005

For many years, the compressive strength of concrete has been regarded as an important index in determining concrete pavement quality. The compressive strength of the sample cores from the field has been used as quality index of concrete pavement. However, this process is time consuming and requires a lot of labor. Recently, the M-E Design Methodology in the pavement design based on the elastic modulus has been adopted. Therefore, several NDT methodologies have been adopted for QA/QC in the field and for the pavement design. Among various NDT methods, the wave propagation method can be used to measure the elastic modulus of concrete because the wave velocity is directly related to the elastic modulus. Therefore, in this study the wave propagation method was used for estimating the concrete modulus. The relationship between the compressive strength measured in he laboratory and the elastic modulus measured by the wave propagation method was analyzed, and the compressive strength was estimated from the elastic modulus for various mix types. The results showed that the relationship between the elastic modulus and the compressive strength was observed and the relationship varied depending on the aggregate types.

• The Journal of Engineering Geology
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• v.18 no.1
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• pp.27-36
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• 2008

To derive easily the coefficient of permeability from several other soil properties, the estimation model of coefficient of permeability was proposed using linear regression analysis. The coefficient of permeability is one of the major factors to evaluate the soil characteristics. The study area is located in Kangwon-do Pyeongchang-gun Jinbu-Myeon. Soil samples of 45 spots were taken from the study area and various soil tests were carried out in laboratory. After selecting the soil factor influenced by the coefficient of permeability through the correlation analysis, the estimation model of coefficient of permeability was developed using the linear regression analysis between the selected soil factor and the coefficient of permeability from permeability test. Also, the estimation model of coefficient of permeability was compared with the results from permeability test and empirical equation, and the suitability of proposed model was proved. As the result of correlation analysis between various soil factors and the coefficient of permeability using SPSS(statistical package for the social sciences), the largest influence factor of coefficient of permeability were the effective grain size, porosity and dry unit weight. The coefficient of permeability calculated from the proposed model was similar to that resulted from permeability test. Therefore, the proposed model can be used in case of estimating the coefficient of permeability at the same soil condition like study area.

• The Journal of the Korea Contents Association
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• v.16 no.1
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• pp.459-469
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• 2016

The purpose of this study was to identify relationships between metacogintion, problem solving process, and debriefing experience in S-PBL. Study participants were 102 nursing students who took the integrated S-PBL class in their last semester. Data were collected using a self-reported questionnaire and analyzed into descriptive statistics, t-test, ANOVA, Pearson's correlation coefficient, and multiple regression. The highest subscale of debriefing experience was 'appropriate facilitator guidance' 3.78 (out of 5). Problem solving process and metacognition were positively correlated (r=0.704, p<.001). Metacognition was positively correlated with debriefing experience(r=0.197, p<.05), especially area of 'learning and making connections'(r=0.235, p<.05) whereas, there was no significant correlation between problem solving process and debriefing experience. Multiple regression (enter method) showed that gender and metacognition explained 51.2% of problem solving process. This study offers a rationale on simulation debriefing and further studies are needed to support effects of experiences of debriefing and factors on problem solving process and debriefing in nursing simulation.

• Proceedings of the Korea Water Resources Association Conference
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• 2019.05a
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• pp.274-274
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• 2019

최근 하천에서 실시간 유량측정을 위하여 유수에 접촉 또는 비접촉 유속측정방식을 이용한 자동유량측정시스템이 설치 운영되고 있으며, 주로 지표유속법(index velocity method)이 적용되고 있다. 지표유속법 적용을 위해서는 다양한 범위에서 측정된 지표유속과 평균유속관계를 분석해야한다. 그러나 유속계 설치초기에는 측정된 유속이 없기 때문에 측정된 유량을 신뢰하기가 어렵다. 본 연구에서는 비접촉 유속계인 전자파표면유속계(MU2720)로 측정된 표면유속과 지표유속법을 이용하여 일반적인 하천에서 비접촉(레이다 또는 전자파표면유속계 등) 방식에 의한 자동유량측정 시스템 운영초기에 적용 가능한 경험적 지표-평균유속 관계식을 개발하여 검토하였다. 연구 대상지점은 한탄강(1개소), 홍천강(3개소), 내린천(2개소), 북천(1개소), 탄천(1개소), 섬강(1개소) 등 6개 하천 9개 지점이며, 2016~2018년에 지점별로 측정된 총 103개(6~26개)의 측정자료를 이용하여 분석하였다. 지점별 최대유속이 발생하는 지표유속과 평균유속과의 관계를 분석한 결과 결정계수(R2)가 0.8848(원주시(문막교))~0.9874(서울시(대곡교))로 평균 0.9626를 보여 매우 높은 상관성을 보였다. 또한 9개 지점의 모든 유속자료를 통합하여 지표-평균유속 관계식을 개발하였다. 그 결과 결정계수는 0.9247를 보였으며, 유속분포가 일반적이지 않은 홍천강의 홍천군(반곡교), 섬강의 원주시(문막교) 지점 자료를 제외한 7개 지점의 자료만으로 지표-평균유속 관계식을 개발한 결과 결정계수가 0.9603으로 매우 높은 상관성을 보였다. 이러한 결과를 볼 때 일반적인 유속분포(포물선형태)를 가진 하천은 본 연구에서 7개 지점으로 개발된 지표-평균유속 관계식을 운영초기에 활용할 수 있을 것으로 판단된다.

• Journal of the Korean Society of Food Science and Nutrition
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• v.42 no.12
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• pp.2068-2075
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• 2013

The purpose of this study is to investigate the perception of university students on nutritional information according to food and nutrition labeling systems. A total of 310 customers, who visited family restaurant, were surveyed by a self-recorded questionnaire from March 2006 to April 2011. A total of 286 respondents were surveyed; of the respondents, 108 were males and 178 were females. Two surveys were conducted on the perception of the respondent's health: once in 2006 and once in 2011. According to these surveys, 63.6% and 54% of respondents perceived themselves as unhealthy, respectively. When ordering a meal, respondents were more concerned with price rather than taste, nutrition, new menu items, and food presentation. Compared with 2006, in 2011 more respondents felt that family restaurants provided enough nutritional information and practical use of that information to their customers. When surveyed, respondents felt that the total calories played a significantly higher role in ordering food than foods with higher nutritional values. There was a significant increase in satisfaction with the current nutrition labeling system; in 2006, $2.87{\pm}0.99$, and 2011, $3.35{\pm}0.84$. There was also a significant increase in individuals who felt that there was a need for an ingredient labeling system; $3.68{\pm}0.9$ in 2006 and $4.32{\pm}0.61$ in 2011. There was also a higher demand for nutritional information; $2.85{\pm}0.66$ in 2006, $3.06{\pm}0.65$ in 2011. From these results, it was concluded that the nutrition labeling system adopted by family restaurants did not affect the degree of customers' interest in nutritional information. Contrast to the results, the amount and frequency of nutritional information provided to customers have increased continuously since 2006. Therefore, the nutrition labeling system and recommended dietary allowance should be expanded in order to promote a healthy diet.