• Journal of Korean Tunnelling and Underground Space Association
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• v.25 no.3
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• pp.221-243
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• 2023

The use of roadheaders has been increasing to mitigate the problems of noise and vibration during tunneling operations in urban area. Since lack of experience of roadheader for hard rock, the selection of appropriate machines and the evaluation of cutting rates have been challenging. Currently, empirical models developed overseas are commonly used to evaluate cutting rates, but their effectiveness has not been verified for domestic rocks. In this paper, a comprehensive literature review was conducted to assess the rock cutting force, cutterhead capacity, and cutting rate to select the appropriate machine and evaluate its performance. The cutterhead capacity was reviewed based on the literature results for the site. Furthermore, a new empirical model and simplified method for predicting cutting rates were proposed through data analysis in relation to operation time and rock strength, and compared with those of the conventional model from the manufacturer. The results show good agreement for high strength range upper 80 MPa of uniaxial compressive strength.

• Journal of Venture Innovation
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• v.7 no.3
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• pp.159-182
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• 2024

The study aimed to analyze the factors influencing customer experience and satisfaction in home meal replacement (HMR) subscription services through the lens of the Value-based Adoption Model (VAM). Specifically, the study examined the mediating role of customer value co-creation. A survey was conducted among users of HMR subscription services within the last three months, yielding 200 valid responses for analysis using AMOS 24.0. The findings revealed that the factors of usefulness, entertainment, convenience, and curation positively impacted customer value co-creation, while perceived anxiety had a negative effect. Interestingly, the influence of perceived costs on customer value co-creation was not significant, potentially indicating that cost concerns may be overshadowed by other factors in this service context. Among the variables, curation emerged as the most influential factor, followed by convenience, usefulness, and entertainment. Customer value co-creation was found to significantly enhance both customer experience and satisfaction, with customer experience also directly contributing to increased customer satisfaction. The study underscored the importance of customer value co-creation as a mediating factor, bridging the gap between service features and customer outcomes. This mediation highlights how effectively managed interactions between the service provider and customers can transform perceived value into tangible satisfaction. From a practical standpoint, the results emphasize the critical role of curation services in driving customer value and satisfaction in HMR subscription services. Companies should focus on refining curation and enhancing convenience to maximize customer engagement and satisfaction. The study provides valuable academic insights into the dynamics of customer value co-creation and its implications for service management, contributing to the broader understanding of how modern subscription services can optimize customer relationships.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2000.06a
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• pp.19-24
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• 2000

밀폐된 실내에서 화재현상을 예측하기 위한 해석 방법은 Zone 모델과 Field 모델로 대별된다. Zone 모델은 상부층과 하부층의 온도, 시간에 따른 연기층의 높이 등을 실험값을 대입한 간단한 대수식으로 계산하여, 계산이 간편한 장점이 있으나 각 위치에 대한 온도와 유속을 구할 수 없다. (중략)

• Proceedings of the Korean Nuclear Society Conference
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• 1997.10a
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• pp.790-797
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• 1997

에어로졸 재부유현상은 중대사고 방사선원항 평가에서 그 중요성이 인식되고 있으나 거의 모든 사고해석 코드에서 다루어지지 않고 있다. 따라서 본 연구는 지금까지 제시된 몇가지 유형의 에어로졸 재부유모델을 ORNL에서 실시된 에어로졸 재부유실험 데이터를 이용하여 정확도와 중대사고 해석코드에 적용가능성을 분석하였다. 본 연구에서 고려한 모델은 시간의 멱승함수와 지수함수형으로 표시된 모델들이다. 본 연구에서 분석한 바에 의하면 두 유형에 속하는 대부분의 모델이 재부유량뿐만 아니라 재부유율을 계산하는 데서 실험데이터와 상당한 편차를 보여 현재의 형태로 중대사고 해석 코드에 접목하는 데는 문제가 있는 것으로 분석되었다. 그러나 보다 광범위한 실험데이터를 통한 보완이 이루어진다면 모델식 자체의 간편함으로 접목이 용이할 것이다.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.430-430
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• 2016

범용토양유실공식(RUSLE)은 연간 토양유실량을 산정하기 위해 제시된 경험식이며, 강우침식인자(R factor)는 유실량을 결정하는 요소 중 강우강도의 특성을 고려하는 주요인자이다. 토지피복, 식생 등에 대한 타 인자의 경우 한정된 실험에 의해 도출된 경험치를 대상지역에 맞게 적용하는데 반해 강우침식인자는 강우강도 기반 강우에너지 산정법을 적용하여 계산과정이 비교적 복잡하고 다양하다. 국내에서도 강우침식인자 산정법이 개발된 바 있으나 현제까지 간편법을 비롯한 다양한 공식들이 적용되고 있다. 본 연구에서는 강우침식인자를 산정하는 과정에서 다른 강우 운동에너지식을 적용하거나 연평균 강수량 등을 대체지수로 활용한 간편법 적용시 결과의 결과의 다양성에 대해 분석하고자 하였다. 합리적인 30분 강우강도 산정을 위해 79개 기상청 종관기상관측 지점에 대한 분단위 강우자료(1997~2014)를 수집하고 기존의 국내외 강우운동에너지 식과 대체지수를 적용하여 산정된 결과를 비교 분석하였다. 연구결과 간편법을 사용한 결과가 대부분 지점에 대해 강우에너지식을 사용한 강우침식인자보다 과대산정(지점평균 약 74%)하였으며 다른 강우에너지식 적용에 따른 평균 변동계수가 약 0.12로 나타나 지점간 차이를 보였으나 적용방법에 따른 침식인자의 분포가 다소 다르게 나타남을 확인하였다. 관측자료가 부족한 토양유실량 예측에 있어 강우 침식인자 산정을 위한 최적 방법론 도출이 어려운 만큼 다중모델 결과를 조합하는 방법론 개발이 필요하다고 판단된다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.29 no.1
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• pp.1-11
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• 2017

Seismic risk analysis was performed based on the total stress and effective stress of caisson type quay wall and pier type quay wall. In order to consider the effective stress effect, the pore pressure of the ground was distributed, using Byrne(1991) simple formula to estimate parameter and applied to the finn model. Through the results of seismic risk analysis according to the total stress and effective stress analysis method, the necessity of effective stress analysis in the seismic design of the quay wall installed on the soft ground was confirmed.

• KSBB Journal
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• v.5 no.2
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• pp.133-139
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• 1990

A simple and convenient method was introduced to determine the kinetic parameters for various enzymatic reaction kinetics. The method based on integrated formular can be applied to the parameter estimations from a single experiment. A modified three-parameter model was applied for the parameter estimation in reversible reaction and the equilibrium substrate concentration could be also estimated. It is possible to identify the enzymatic reaction pattern by inspecting the parameter values and the square of the correlation coefficient.

• The Proceedings of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.3 no.4
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• pp.49-56
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• 1989

약 이온화되어 있는 기체 방전에서 전자 에너지 분포함수는 계산상 어려움으로 인하여 맥스웰 분포를 가정하나 이러한 가정은 실제 방전내의 전자 에너지 분포함수와 차이를 보이게 된다. 본 논문에서는 저압 수은 방전에 대하여 전자온도, 관벽온도, 전자밀도, 포화증기압밀도를 변수로 사용하여 볼쯔만식을 해석하였다. 구성된 방정식으로부터 정상상태를 가정하여 구한 전자 에너지 분포함수는 보통 적용하는 맥스웰 분포와 꼬리부분에서는 많은 차이를 보였다. 특히 충돌 단면적을 에너지의 함수로 근사하여 식을 간략화함으로써 분포함수를 간편하게 구할 수 있으며 광범위하게 적용할 수 있는 방법을 제안하였다. 또한 명확한 이론에 근거한 해석적 모델을 제시하여 분포함수의 해석을 용이하게 하고 계산과정을 간편하게 하였다.

• Journal of the Korean Geotechnical Society
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• v.19 no.3
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• pp.15-22
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• 2003

The appropriate description of the stress-anisotropy and time-dependent behavior of cohesive soils is very important in representing the real soil behavior. In this study, two constitutive relations have been incorporated based on the generalized viscous theory: one is the plastic constitutive relation adopted to capture the stress-anisotropy with a few model parameters; the other is the rate-dependent constitutive relation adopted to describe the strain rate-dependent behavior, an important time-dependent behavior in cohesive soils. The incorporated and proposed constitutive model has relatively a few model parameters and their values need not to be re-evaluated at different strain rates. The proposed model has been verified and investigated with the anisotropic triaxial test results obtained by using the artificial homogeneous specimens.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.3A
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• pp.161-169
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• 2012

This paper presents the safety and strength of simplified composite H-beam panel bridges (SCHPBs) using 3-dimentional finite-element program, ABAQUS (2007) and experimental tests. Two finite-element models (one-steel-girder-and-composite-deck model and four-steel-girder-and-wide-composite-deck model) were reviewed to predict the strength and load distribution factor (LDF) values of the composite bridges. Based on the results of the finite-element analyses, the behaviors of the two models were investigated, and deflection and strain gauges for the experimental specimens were set up to obtain the ultimate strengths and the LDF values. The ultimate strength of the one-steel-girder-and-composite-deck specimen was estimated to be 840 kN. The yield and plastic moments of the four-steel-girder-and-wide-composite-deck specimen were obtained to be 2.4 and 4.1 times the design moment based on the live loading condition of the Korea Bridge Design Specifications (2005). The SCHPB were found to have enough strength for safety under and after construction.