• 한국환경복원기술학회지
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• 제3권1호
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• pp.20-26
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• 2000

In order to propose the design and installation information of vegetation belt, field investigation were carried out in the noise pollution control facilities of highway and the streets of a city for two years(1998~1999), and field tests were performed to analyze the noise attenuation effect of them. The noise pollution control facilities were generally classified into three types (noise barrier and vegetation belt type, mounding and vegetation belt type, vegetation belt type only). Most soundproof facilities were proved the noise reduction effects. But according to width, height, structure, auditory distance and planting forms of them, difference of noise reduction effects were investigated. The soundproof facility was suitable the mounding and vegetation belt type in the consideration of road environment, and the installation standard of vegetation was estimated that the width of vegetation was at least 20m and the length of that was 2 times in the distance from noise source.

• 한국자동차공학회논문집
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• 제18권1호
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• pp.86-92
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• 2010

The fuel is not injected when the driver doesn't push acceleration pedal of a vehicle with engine speed higher than about 1,500rpm above mid vehicle speed range. This is called "fuel-cut function" and almost every modern vehicle is equipped with this function. This is activated on downhill part of a highway most often. Therefore the vehicle-exhausted $CO_2$ can be zero in this downhill part if the driver could recognize this part of highway. We compared the vehicle-exhausted $CO_2$ emission when using fuel-cut function with the $CO_2$ mass when without using this function in this study. We found that the $CO_2$ emission reduced with fuel-cut function and measured the reduction rate of vehicle-exhausted $CO_2$ mass with this test results. The exhausted $CO_2$ mass of a passenger car(2,000cc engine volume) is reduced by 4% with this function used. This $CO_2$ reduction effect can be achieved if the downhill part of a highway is painted with a specific color. And this road painting can be included in the highway road rehabilitation policy.

• 한국도로학회논문집
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• 제15권2호
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• pp.113-119
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• 2013

PURPOSES : The objectives of this study are to develop the eco-friendly pavement material using polyurethane binder and evaluate mechanical properties of the developed binder and concrete. METHODS : The bending beam test was conducted to select the sample candidates of polyurethane binder based on the bending strength. The characteristics of viscosity, curing time, and temperature change of sample binder was examined on different temperature conditions. The mechanical properties of polyurethane binder was estimated using the dynamic modulus testing. The indirect tensile strength test was conducted on polyurethane binder concrete with different gradation and binder content for evaluating the mechanical properties of concretes. RESULTS : Based on the beading beam test, four different binder samples were prepared for estimate the mechanical properties. The viscosity of polyurethane binder tends to increase with increase of liquid temperature and the hardening phenomenon begins 10 to 15 minutes at room temperature after mixing the resin and hardener. It is observed that the dynamic modulus of binder increases as loading frequency increases and change of modulus is found to be the highest in the PU-2I binder type. The PU-2I binder concretes shows the largest value of indirect tensile strength and indirect tensile energy. CONCLUSIONS : The use of polyurethane binder as pavement materials is capable of increasing the pavement performance and reducing the detrimental environmental effect during the highway construction.

• 대한안전경영과학회지
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• 제26권1호
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• pp.55-61
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• 2024

In this paper, in order to study the relationship between the safety culture of highway management agencies and disaster reduction activities (BCMS), a measurement tool was identified through previous research on safety culture, and the validity of the measurement tool was confirmed through exploratory factor analysis. I want to check. The subjects of the study were workers belonging to disaster reduction activity management system certification organizations among highway management organizations. The highway management agencies are the Korea Expressway Corporation, which manages the functional continuity of national highways nationwide, and 8 of the 21 private road agencies that manage the functional continuity of the highways. The safety culture measurement tool is an indicator that measures safety culture factors, and is reorganized by the researcher based on survey items from previous studies, with management/manager safety values and attitudes, safety communication, safety education and training, and safety regulations/management system as subfactors. A total of 24 questions were comprised of the survey tool. As a result of the study, the result of exploratory factor analysis was that the safety culture scale was extracted into four factors based on theoretical grounds, and the total cumulative variance was 80.360%. When checking the questions for each factor, it was found that all the questions loaded on the factor that was originally intended to be measured. Factor 1 is management, factor 2 is safety, and factor 3 is communication., Factor 4 was named education. Number of questions: 4 management questions, 3 safety questions, communication It consisted of 4 questions and 2 education questions.

• 한국도로학회논문집
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• 제16권5호
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• pp.173-182
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• 2014

PURPOSES : The purpose of the study is to a) explore the operating speed of trucks on rural highways affected by road geometry, and thereby b) develop a predictive model for the operating speed of trucks on rural highways. METHODS : Considering that most of the existing studies have focused on cars, the current study aimed to predict the operating speed of trucks by conducting linear regression analysis on the speed data of trucks operating on the linear-curved-linear portions of the road as a single set. RESULTS : The operating speed in the plane curve portion increased with the length of the curve, and decreased with a lower vertical grade and a smaller curve radius. In the straight plane portion, the operating speed increased with a larger curve radius(upstream), and decreased with an increase in the change of the vertical grade, depending on the length of the vertical curve. CONCLUSIONS : This study developed estimation models of truck for operational speed and evaluated the degree of safety for horizontal and vertical alignments simultaneous. In order to represent whole area of the rural highway, the models should be ew-analyzed with vast data related with road alignment factor in the near future.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.838-845
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• 2005

Slope stability analyses have been carried out to investigate surcharge loading effects. Finite Element Analysis (FEA) involves the stress-strain behaviour of soils achieving reasonably accurate and useful results of slope stability analysis. Therefore, in this study, one of well known FEA programs, SIGMA/W, has been used to do slope stability analyses with respect to various upper slope angles and surcharge loadings. Factor of Safety(FS) exponentially decreases and significantly good correlation with the increased slope angle for upper slopes. As the surcharge loading increases from 10 t/m to 90 t/m for nail-reinforced slopes, the FS in fully saturated condition decreases from 42% to 47% and from 17% to 25% for relatively low and high strength of soils, respectively, than in dry condition.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.199-206
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• 2005

Engineers have performed slope stability analyses, including Limit Equilibrium Analysis, Finite Difference Analysis and Finite Element Analysis. Each analysis results in different Factor of Safety(FS) for slopes. The comparison of FS results from these stability analyses has been carried out for various conditions, such as geometry of slopes, dry and fully saturated soils, nail and anchor reinforcements. Standard deviations of FS calculated from various slope analyses are 0.03 to 0.04 and 0.22 to 0.48 for the slopes without and with nail or anchor reinforcement, respectively. Construction of tiered concrete retaining wall in addition to nail or anchor reinforcement increases FS of 12% to 29% for fully saturated soils.

• 한국ITS학회 논문지
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• 제8권2호
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• pp.128-136
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• 2009

본 연구의 목적은 도농복합시의 최적 도로공급 지표를 결정하는데 있어 효율적인 방법론을 제시하고, 평가하는데 있다. 기존문헌 및 연구결과 고찰 결과 도농복합시는 기존의 도시지역과 지방지역이 동시에 존재하고 있기 때문에 그 특성 또한 기존과 상이하므로 기존에 주로 이용되어온 국토계수를 이용한 도로공급지표 등을 적용하는 것은 타당하지 않다고 판단하였다. 따라서 본 연구에서 제시하는 도농복합시의 도로공급지표의 결정을 위한 방법론은 통과교통량 처리를 위한 광역도로를 공급하고, 여기에 이용자 체감형 도로정비 목표 달성을 위한 도로공급량을 추가로 공급함으로서 도로공급지표를 확정하였다. 마지막으로 계획기간 내 조달가능 한 도로예산과 확정된 도로공급지표를 달성하기 위한 사업비를 비교함으로서, 조달 가능한 예산범위 내에서 도로공급지표를 최종적으로 결정하는 과정을 거치도록 하였다.

• 한국산학기술학회논문지
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• 제11권5호
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• pp.1778-1784
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• 2010

본 연구는 기존의 진동 처짐에 대한 교량 사용성 평가기준 연구 내용을 바탕으로 최첨단 모의운전 차량실험기(Advanced Driving Simulator)를 이용하여 운전자가 교량 주행 시 진동으로 인해 느끼는 주행안락도를 평가하는 기준을 제안하였다. 열차승객을 대상으로 하는 Reiher-Meister Curve의 적용성을 파악하고 교량 계측결과와 구조해석 결과를 토대로 수정 Reiher-Meister Curve 제안하였다. 교량운전자 중심의 사용성 평가를 위한 수정 Reiher-Meister Curve는 A에서 D까지 4등급으로 규정되었다. 새로운 진동감각곡선은 교량 사용자 중심의 교량 설계 및 유지관리분야에 널리 사용될 수 있을 것이다.

• 한국ITS학회 논문지
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• 제21권4호
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• pp.62-77
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• 2022

독립형 자율주행 기술의 한계를 극복하기 위해 협력형 자율주행 기술이 필요하다. 협력형 자율주행 시스템은 자율주행 차량이 다른 차량 또는 인프라와 협력함으로써 주행의 효율성과 안전성을 높이는 기술을 의미한다. 본 연구에서는 협력형 자율주행 기술 개발을 위해 필요한 기술적 요소를 알아보고, 국내·외 연구 동향을 조사하였다. 미국, 유럽, 일본, 국내에서 수행된 협력형 자율주행 관련 서비스, 통신 기술, 표준 개발 등의 사례 검토를 통해 국가별 연구의 특성을 비교하였다. 연구 동향 검토를 통해 향후 협력형 자율주행 기술 개발을 위한 시사점을 도출하고, 자율주행차량을 지원하기 위한 인프라 가이던스의 필요성을 제시하였다.