• 한국도로학회논문집
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• 제15권3호
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• pp.85-92
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• 2013

PURPOSES: The purpose of this paper is to estimate expected effects on traffic operational and economic aspects of 2+1 roads application in Korea. METHODS : Micro simulation study using VISSIM 5.0 was used to analyze the operation efficiency of 2+1 roads compared to two-lane highways and four-lane highways. Some scenarios for various traffic volumes were set up in order to analyze the effect of 2+1 roads under various traffic situations. Also imaginary road networks were set up for each type of roads. The MOEs to measure the operation efficiency were selected with average travel speed and delay. For analyzing economic effect of 2+1 roads, construction cost of a specific imaginary 2+1 road was compared to construction cost of a four-lane highway with same conditions. RESULTS: The results of study show that a 2+1 road is more effective with 19 percents higher average travel speed and 39 percents lower average delay than a two-lane highway. In the economic analysis, construction costs to construct a 2+1 road are saved as approximately 26.4~40.7 percents when compared to construction of four-lane highway. CONCLUSIONS: It can be concluded that 2+1 roads can improve the traffic operational level of service for two-lane highways and 2+1 roads can be applied as an effective design alternative for higher-volume two-lane highways in Korea.

• 한국농촌건축학회논문집
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• 제17권3호
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• pp.11-18
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• 2015

This study is aimed to clarify the transitional characteristics of old roads and alleys lasting more than 100 years(1915-2015) in traditional urban area(Seongan-dong) of cheongju, historic inland and castle city of Korea. Cheongju castle had been completely destroyed In 1915, and urban structures been also altered last 100 years from 2015 now. Periodically, after destruction of castle, existing roads were extended and transformed to straight line for connecting with around. Expanding urban area to all directions of castle boundary in 1930-40s, town planning were created. These projects were completed in 1960-70s, the street network was built as they are. Since the 1980s, changes had been occurred in the details such as an extension of the unexecuted roads, the opening of fire lane in a block, and etc. In change and construction of roads, urban district plan in 1939 and reorganization since 1967 were planned and established with the type, location, and width of the large, medium and small roads based on data before destruction of castle. Except the width of 25m Sajikro(large3-1) and Sangdangro(large3-8,9,10), the width of 15m Namsaro(medium2-1) and Namjuro (medium2-4) as an extension of the roads, the other roads were small roads equivalent to the existing roads, and so remain intact figure of streetscape. As such, roads of east-west and north-south cross type, roads showing the outline of Cheongju castle fortress, and alleys outside the south gate are sustained in Seongan-dong of cheongju as historic urban area, and also present roads are delicately executed to the existing urban fabric.

• 한국도로학회논문집
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• 제15권2호
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• pp.131-138
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• 2013

PURPOSES : The intents of the study are to identify the accident factors and to demonstrate the potentials of tobit model as a tool to study the number of accidents on arterial roads segments. METHODS : This paper uses a tobit regression as a methodology to analyze the factors affecting the number of accidents. In pursuing the above goal, this study gives particular attentions to analyzing the data of 2,446 accidents (1,610 in major arterial roads and 836 in minor arterial roads) occurred on arterial roads in 2007 to 2010. RESULTS : First, 3 accident models which were classified by total arterial roads, major arterial roads and minor arterial roads, and were all statistically significant were developed. Second, the exclusive right-turn lane as common variable, and the number of accident, traffic volume, number of lanes, link length, rate of median, number of entrances, number of pedestrian crossings, number of curves, number of bus stops and exclusive left-turn as specific variables of the models were selected. Finally, the paired sample t-test could not be rejected the null hypotheses of three types of models. CONCLUSIONS : Using data from vehicle accidents on arterial roads, the estimation results show that many factors related to roadway geometrics and traffic characteristics significantly affect to the number of accidents.

• 대한교통학회지
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• 제9권1호
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• pp.5-18
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• 1991

Two-Lane, two-way roads account for approximately 92% of total road length in Korea and accomplish the majority of regional transport activities. Nevertheless not too many research have been made on two-lane roads particularly efficiency related topics such as capacity and travel time studies. In this study a full scale data collection was conducted using video equippments on rural two-lane roads to determine capacity Passenger Car Equivalents(PCE) and Level of Service criterion. Various PC programs were utilized to reduce traffic data and Walker ME? and Headway Method were employed to determine PCE's for heavy vehicles. The reseach has shown that capacity and PCE's for two-land two-way roads in Korea are 3200 pcph and 1.1∼1.9 resectively. In addition percent time delay was used as the basis of developing Level of service criterion on two-lane roads in Korea.

• 한국재난정보학회 논문집
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• 제7권1호
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• pp.1-11
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• 2011

현재 국내의 지하 도로건설 가능성은 증가하고 있으며, 그동안 건설계획이 꾸준히 진행되어 왔다. 그러나 지금까지 지하도로의 특성, 관련 법규 및 설계 기준에 관한 연구는 활발히 진행되지 못하고 있는 실정이다. 본 연구에서는 이러한 배경을 고려하여 지하도로 건설에 필요한 기초적인 방향제시에 관한 내용을 다루고자 한다. 또한, 지하도로에 관한 국내외 사례를 중심으로 분석하고자 한다. 본 연구를 통한 주요 연구결과는 다음과 같다. 1) 지하도로의 선형 선정 시 지하공간 활용, 기술적요인 및 교통체계가 종합적으로 고려되어져야 한다. 2) 지하도로의 설계속도는 주행중 안전성을 확보하기 위하여 제한속도보다 10km/h정도 상회되도록 건설되어야 한다. 3) 비상상황에 대처하기 위하여 지하도로는 재난방지 시설 계획에 만전을 기하여야 한다. 본 연구의 제약상 지하도로 운전자의 특성에 대한 내용은 충분히 반영되고 있지 못하고 있으나 향후 지하도로 건설에 관한 개괄적인 방향제시에 관한 내용은 다루고 있다는 점에서 그 의의가 있을 것으로 판단된다.

• 대한교통학회지
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• 제31권2호
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• pp.3-10
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• 2013

현재 지방부 도로의 50% 이상을 차지하고 있는 양방향 2차로 도로는 4차로 도로로 확장하기에는 장래 교통량이 부족하지만 양방향 2차로 도로로 계속 운영하기에는 교통량이 많은 문제점이 발생되고 있는 경우가 많다. 또한 양방향 2차로도로의 추월행태에 따른 교통사고 위험과 사고 심각도가 높은 문제 해결을 위하여 2+1차로 도로의 도입을 검토하게 되었는데, 유럽의 여러 국가에서는 양방향 2차로 도로를 2+1차로 도로로 신설 또는 확장함으로써 예산 투자 효율화와 안전성 향상의 효과를 거둔 사례가 있는 것으로 나타났다. 본 연구는 영국, 독일, 스웨덴, 아일랜드, 핀란드 등에서 운영하고 있는 2+1차로 도로 사례를 검토하고 이를 국내 양방향 2차로 도로 개선방안의 하나로 도입하기 위한 가능성을 모색하기 위하여 수행되었다. 본 연구를 통해 국내 도로에 2+1차로 도로를 도입하는 경우 적정 교통량 수준을 산출하고, 이를 이용하여 2+1차로 도로의 계획기준을 개발하였다. 2+1차로 도로가 감당할 수 있는 교통량 수준을 시뮬레이션 프로그램 VISSIM(5.0)을 이용하여 분석하였고, 이를 국내 양방향 2차로 도로의 도로환경 조건을 고려하여 보정한 결과 중차량 비율에 따라 7,300대/일에서 17,000대/일 정도로 분석되었다. 이는 독일 등 유럽의 2+1차로 도로에서 관측된 최대교통량에 비해 약간 작은 값이고, 아일랜드의 관측 최대교통량(17,250대/일)과 유사한 값이다.

• 대한교통학회지
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• 제24권6호
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• pp.33-43
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• 2006

본 연구는 도로의 기능 및 통행특성. 차로수, 연평균일교통량 등을 고려하여 설계시간계수와의 관계를 살펴보고 적정 확률분포형 선정과 K값을 추정하였다 이를 위해 2005년도 상시 교통량 조사지점에서 수집된 교통자료를 이용하여 14개의 확률분포형을 적용하였다. 각 확률분포형은 최우도법을 이용하여 매개변수를 추정하였으며 각 분포형별로 매개변수 적합성 조건을 검토하였다. 적정 확률분포형의 결정은 chi-square검정을 통하여 대상 분포형의 기각유무를 판단하였으며. 그 결과에 대해 우선순위를 정하여 적정 확률분포형을 선정하였다. 그리고 각 유형별 AADT에 따른 적정 K계수를 추정하였다. 그 결과, 지방부 2차로 및 4차로. 도시부, 관광부도로의 적정 확률분포형은 각각 Pearson V, LogLogistic, LogLogistic, Extreme value 분포로 분석되었으며 적정 K계수는 각각 $0.1{\sim}0.2,\;0.09{\sim}0.14,\;0.07{\sim}0.13,\;0.1{\sim}0.2$로 추정되었다.

• 한국농촌건축학회논문집
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• 제17권2호
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• pp.1-8
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• 2015

The study is to find regional characteristics of the old town of Jeju city, "Mu-gun-sung," through researches of the status of the spatial structure in the cul de sac roads of the area. In particular, the status and characteristics of the area are clearly defined with the typology of the cul de sac roads based on the urban renewal regulations. The results are listed as follows: First, there are buildings from various periods in the area. Second, it is comparatively analyzed that there are the similarities and differences in Collaborative Development based on a neighborhood plan in Japan and Korea which pursue conservative renewals of the cule de sac roads. Third, the status and characteristics of the area are clarified through the analysis of the types of the cul de sac roads.

• 한국농공학회논문집
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• 제57권2호
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• pp.47-56
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• 2015

At the present, the mechanized form roads pavement was constructed with plain concrete. Mostly, it was used by welded wire mesh for preventing crack. Cellulose fibers for the reinforcement of concrete offer relatively high levels of elastic modulus, fiber count (per unit weight), specific surface, and bond strength to cement-based materials. The construction of concrete pavement confirmed that cellulose fiber reinforced concrete was applicable to mechanized form roads pavement. In the study, cellulose fibers were used here at 0.08 % volume fraction, which is equivalent to a fiber content of $1.2kg/m^3$. Cellulose fiber reinforced concrete were compared with plain concrete. Field test results indicated that cellulose fiber reinforced concrete showed slightly to increase of 28 days compressive strength and improved the initial strength. it tended to increase of splitting tensile strength. Test results showed that the slump and air content tend to decreased. but, the variation of air contends is very little. Also, construction cost of cellulose fiber reinforced concrete is less than about 25.7 % the case of welded wire mesh previously used. Therefore, The cost reduction is expected to be possible in construction site by mechanized form roads pavement.

• 대한교통학회지
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• 제14권2호
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• pp.7-29
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• 1996

Traffic flow characteristics is analysed on eight multi-lane roads which are unsignalized in urban areas. Data of traffic flow rates by classification and average speed were gathered every ten minutes interval for twenty-four hours. Machine (NC-90A) was used to acquire the field data. The major purpose of this study is to build up speed-density models on urban arterial roads. Five different kinds of models were tested. Those models are Greenshields' model, Greenberg's model, modified Greenberg's model, Underwood's model and Drake's model. The modified Greenberg's model fits best at six points and the Greenshield's model fits best two points out of eight points. The breakpoint(Kb) of modified Greenberg's model is between 10 and 32 pcphpl. Capacity drawn from speed-volume relationships were appeared to be arround 2,000 and 2,200 pcphpl at the Hannam Bridge and the Hannam Overpass and 1,100 and 1,700 pcphpl at Namsan Tunnel(No1) and the beginning point of Gyeong-Bu Expressway.