교통의 흐름에 있어서의 트럭 및 콘테이너 차량 등 대형차량의 혼입은 차체의 크기에 기인한 넓은 공간의 점유 및 승용차에 비해 상대적으로 떨어지는 차량운행 능력 등의 특성 때문에 도로의 용량을 감소시키는 중요한 요인이 된다. 도로의 교통용량산정 시 이러한 대형차량의 혼입에 의한 용량의 감소를 나타내는 척도로서의 승용차 환산계수의 개념은 1965년 도로용량편람에서 처음으로 도입되었으며, 이후 구미의 많은 학자들에 의해 연구되었다. 본 연구에서는 차량배열 형태에 따른 차두시간의 분석을 통해 환산계수의 도출을 시도하였다. 분석을 위한 교통자료의 수집은 통행차량 차종의 대부분이 승용차와 대형차로 구성되어 있으며 비교적 관측이 용이한 부산시 도시고속도로의 평지구간에서 첨두시간과 비 첨두시간으로 나누어 실시되었다. 본 연구에서의 환산계수 산정방법은 차두시간의 분석을 통한 미시적 접근방법인바, 동방법의 정확성 및 효율적 검증을 위해서는 거시적 접근 방법에 의한 산정방법과의 비교분석이 요구된다.

This study suggests plants applicable to the interior of the bathrooms on express highways to save costs for indoor plant replacement and management of the bathrooms by examining and analyzing plant management status in total of 28 locations. First, indoor gardening space was examined, then status of use and management of indoor plants of each resting place was examined. Most bathrooms on express highways meet the fair condition of lighting, temperature and humidity to put plants. For example, 16 places(57%) out of 28 showed illumination intensity higher than 1000Lux. Average daytime temperature was 24.1℃; temperatures of most places were ranged in 21～25℃; humidity inside the bathrooms was about 60%, all of which indicate that most resting places have optimal environment to put plants in the bathrooms. To analyze management status of planting, survey was conducted on the managers. 2 locations out of total 13 subject locations are managed by 3 visits per month; 11 locations use direct management by each management office to manage the facilities. Plant replacement is done according to operation, management, and control system except 4 locations; and time for watering, removing of leaves and dust and replacement vary in each resting place. In addition, lighting and watering are considered the most important in most resting places and problems of plant management are frost damage during winter and watering.

대전-통영간 35번 고속도로 고성교차로 건설공사현장에서 발견된 공룡발자국화석의 보존 및 전시를 위한 응용광물학적 연구를 실시하였다 백악기 공룡발자국 퇴적암은 흑색점토층과 암회색 실트층의 호층으로 구성되어 있으며, 수평 또는 수직 열극에는 방해석맥이나 표성기원의 산화철 또는 산화망간 침전물이 충전되어 있다. 강물조성은 전반적으로 석영, 앨바이트, K장석, 방해석, 녹니석 일라이트 백운모, 흑운모와 미량의 인회석, 금홍석으로 구성되어 있으며, 방해석과 앨바이드는 실트층, 그리고 석영, 일라이트,녹니석은 점토층에 부화되어 있다. 주원소인 Al, Fe, Mg, K, Ti, P는 절토층, Ca Na Mn은 실트층, 그리고 미랑원소인 V, Cr, Co, Ni, Cs, Zr, REE, Th, U 등은 점토층에 부화되어 있다. 탄소의 경우, 무기탄소는 실트층에 방해석의 형태로 농집되어 있으며, 유기탄소는 흑색점토층에 부화되어 있다. 흑색점토층은 열극을 따라 부분적으로 유기탄소가 이차적으로 산화제거되어 연황색 점토층으로 변질되었다. 점토광물이 풍부한 흑색 및 연황색 점토의 층리를 따른 선택적 박리현상, 실트층의 기질 또는 수직절리의 주요 충전물인 방해석의 용해성과 낮은 강도는 발자국 화석 표본의 향후 물리적, 화학적 훼손을 촉진할 수 있는 잠재적 요소로 평가되었다.

우리나라 서남권에 해당하는 서해안고속도로가 통과하는 전라북도 고창지역은 점토분이 많아 내포돼 있는 황토가 많다. 황토는 수박이나 고구마 같은 작물의 재배에는 양질의 토사이지만, 도로를 구축하기 위한 노상재료로 사용하는데는 원하는 강도값을 얻기가 힘들 토사였다. 이 연구 대상구간의 지역은 절토부의 노상재료가 원하는 재료의 품질기준을 충족시키지 못하였다. 노상층의 재료 특성을 보면, ＃200번체 통과량이 25～82％정도로 지하수위가 거의 노상면과 일치하여 자연함수비 과다로 시공시 노상토의 지지력 확보가 불가능한 것으로 판단되었다. 본 연구는 이와 같이 지지력이 부족한 현장에 적절한 절토부 노상지지력의 확보방안을 수립하여 원하는 공정을 추진함으로서 보다 안전하고 튼튼한 고속도로를 건설하는데 있었다.

The purpose of this study is to analyze the impact of land-use and population change in rural area by new expressway. Chungbu expressway constructed in 1987, going through the south area of Kyunggi province from Seoul, was selected as a case expressway, and also 2 cities and 18 subdivisions of county in its surrounding area, as a case study area. To analyze the change characteristics before and after the construction, land-use maps of 1986 and 1996 were collected, including the census data for the years in cities and counties yearbooks. Remote sensing technology was applied to classify the land-use maps with six types of land use. Geographic information system was also used for spatial analysis, such as the land-use and accessibility changes. A 5 km buffer zone from interchange of the expressway showed about two times increase of urbanized built-up area than a 5 km buffer zone from the expressway. Accessibility from Seoul and cities was improved in most areas, which is accessing to Seoul through existing Youngdong expressway. Ten rural areas showed increased population with accessibility of average 52 minutes to Seoul and 19 minutes to cities, while eight areas showed decreased population with average 73 minutes to Seoul and 35 minutes to cities. This shows that the threshold value, which is time distance to Seoul and cities for population increase or decrease, one and half hours, respectively. Urbanized area was increased in most areas, even in population decrease areas, so this indicates that there are thinning rural areas, increasing urbanized area while decreasing population.

This study aimed to obtain the relative formula with the unit treatment cost according to the treatment of a sewage plant in the service area under highway. The following results were obtained. The correlative formula connected to amount of sewage(Q)generation was as follows ; between an annual amount of sale(C) showed Q=19.113·C0.9294, and between the number of users(P) showed Q=2×10-8·P2 - 0.0298·P + 75,666. The correlative formula connected to the treatment cost was as follows ; according to the amount of sewage generation showed S= 3×10-6·Q - 0.2266·Q + 29,895, according to the elimination of BOD(E) showed S= 6×10-5·E2 - 0.6717·E + 27,744, accoding to the annual amount of sale showed S=0.0005·C2 - 4.8013·C + 35,118, with the number of persons(P) using the service area showed S= 2×10-8·P2 - 0.046·P + 48,803.

본 연구는 개선된 한국형 도로용량편람 작성 작업의 일환으로 고속도로 연결로 접속부에 대한 분석방법에 관해 검토한 것으로 1992년에 작성된 우리나라의 도로용량편람(92KHCM)과 최근에 발표된 미국의 도로용량편람(USHCM2000)의 분석방법론을 비교 검토하여 국내에서의 적용가능성을 타진하고 최적의 분석방법을 정립하고자 하였다 이를 위해 본 연구의 대상구간을 설정하고 기존 방법론을 이용하여 현장 관측치와 비교 평가한 후 수집된 자료들을 분석토록 하였다. 자료의 수집 및 분석 결과 접속차로 1개만을 고려한 92KHCM의 경우 평가에 사용된 모형식에 의한 추정치와 실제 관측치가 다소 차이를 보였으나 접속차로 2개를 고려한 2000USHCM 의 경우 계산치와 관측치가 거의 일치함을 알 수 있었다. 이를 통해 2000USHCM에서의 분석방법론이 보다 합리적인 면이 많이 내포되어 있음을 확인 할 수 있었다. 또한 서비스 수준의 판정기준으로 영향권의 밀도가 사용되어 졌으며 이전의 속도에 비해 교통량의 증가에 따른 민감도가 우수함을 알 수 있었다. 본 연구에서의 분석대상 구간은 독립적인 합류부에 국한하였으나 추후 본 연구는 보다 광범위한 자료의 수집을 통해 연속적인 분류 합류 연결로 접속부에 대한 연구로 확대가 되어야 할 것으로 판단된다

Today travel demand continues to increase with spread of economic zones. Also, urban freeway plays an important role in intra-zone transportations as a major corridor in a big city. However, most of urban freeways experience a severe congestion with the excess of inflowing or outflowing traffic through freeway ramps. The purpose of this study is to identify the traffic characteristics, analyze the relationships between the traffic characteristics and finally construct the speed predictive models on the ramp junctions of urban freeway under the intelligent transportation system(ITS) settings. From the analyses of traffic characteristics following results were obtained: ⅰ) 24 hours average traffic characteristics flow, occupancy, speed under the ITS settings showed about 40%, 38%, 8.8% increase each on urban freeway junctions period when compared with that under the non-ITS settings each other. Free flow speed and traffic flow on the mainline sections of urban freeway under the ITS settings also showed about 20% and 17% increase when compared with that under the non-ITS, respectively. ⅱ) The upstream when compared speed( Su)and downstream occupancy( Od) were especially shown to have higher explanatory powers on the stable flow ramp junctions, but the upstream speed( Su) and downstream flow( Vd) were especially shown on the unstable flow ramp junctions of urban freeway under the ITS settings.ngs.ngs.

Today freeway is experiencing a severe congestion with incoming or outgoing traffic through freeway ramps during the peak periods. Thus, the purpose of this study is to identify the traffic characteristics, analyze the relationships between the traffic characteristics and finally construct the delay predictive models on the rap junctions of freeway with 70mph speed limit. From the traffic analyses, and model construction and verification for delay prediction on the ramp junctions of freeway, the following results were obtained : ⅰ) Traffic flow showed a big difference depending on the time periods. Especially, more traffic flows were concentrated on the freeway junctions in the morning peak period. ⅱ) The occupancy also showed a big difference depending on the time periods, and the downstream occupancy(Od) was especially shown to have a higher explanatory power for the delay predictive model construction on the ramp junctions of freeway. ⅲ) The delay-occupancy curve showed a remarkable shift based on the occupancies observed : Od/〈9% and Od/≥9%. Especially, volume and occupancy were shown to be highly explanatory for delay prediction on the ramp junctions of freeway under Od/≥9%, but lowly for delay prediction on the ramp junctions of freeway under Od/〈9%. Rather, the driver characteristics or transportation conditions around the freeway were thought to be a little higher explanatory for the delay prediction under Od/〈9%. ⅳ) Integrated delay predictive models showed a higher explanatory power in the morning peak period, but a lower explanatory power in the non-peak periods.

From the traffic analysis, and model constructions and verifications for speed prediction on the freeway ramp junctions with 70mph speed limit, the following results were obtained : ⅰ) The traffic flow distribution showed a big difference depending on the time periods. Especially, more traffic flows were concentrated on the freeway junctions in the morning peak period when compared with the afternoon peak period. ⅱ) The occupancy distribution was also shown to be varied by a big difference depending on the time periods. Especially, the occupancy in the morning peak period showed over 100% increase when compared with the 24hours average occupancy, and the occupancy in the afternoon peak period over 25% increase when compared with the same occupancy. ⅲ) The speed distribution was not shown to have a big difference depending on the time periods. Especially, the speed in the morning peak period showed 10mph decrease when compared with the 24hours'average speed, but the speed did not show a big difference in the afternoon peak period. ⅳ) The analyses of variance showed a high explanatory power between the speed predictive models(SPM) constructed and the variables used, especially the upstream speed. ⅴ) The analysis of correlation for verifying the speed predictive models(SPM) constructed on the ramp junctions were shown to have a high correlation between observed data and predicted data. Especially, the correlation coefficients showed over 0.95 excluding the unstable condition on the diverge section. ⅵ) Speed predictive models constructed were shown to have the better results than the HCM models, even if the speed limits on the freeway were different between the HCM models and speed predictive models constructed.

Congestion and traffic accidents occur on the merge and diverge sections in the interchange of the freeway. Studies have been conducted to reduce the traffic delay and accidents on the merge section in the freeway since 1960s. but a study was not conducted to estimate the speed variation on the merge section construct models estimated for the speed variation and suggest the appropriate measures. The purpose of this study was to identify the traffic flow characteristics on the merge section in the freeway construct the models estimated for the speed variation on the merge section in the freeway and finally establish the appropriate measure for reduction of traffic delay and accidents on the merge section in the freeway. The following results were obtained: I) Speed variations in the urban freeway appeared to be about 3.2mph, 6.5mph and 7.4mph based on the morning peak period, afternoon peak period and 24-hours period but those in the suburban freeway appeared to be about 8.0mph, 11.1mph and 10.1mph based on the same periods respectively. So different speed reduction signs need be installed to reduce delay and accidents on the merge section in the freeway based on the areas and periods as the freeway traffic management system(FTMS). ii) These models estimated for speed variation need to be studied with the changeable message sign(CMS) technique based on the real-time data so that the traffic flow could be maximized and the traffic delay and accidents be on the merge section in the freeway as more efficient freeway traffic management system(FTMS) in the near future.