• 한국방재학회:학술대회논문집
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• 한국방재학회 2007년도 정기총회 및 학술발표대회
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• pp.101-104
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• 2007

There is no overall understanding about the road marking situation in Korean national highway nowadays. In addition road marking increases risk in traffic accidents especially while it's raining at night because of diffused reflection. So administrator has a lot of problems to maintain and make a decision about the road marking. In this paper, literature review and field investigation about the road marking are carried out from the viewpoint of road safe and the propriety in retroreflective performance of the road marking is grasped. Also, improvement methods about retroreflective performance of the road marking are proposed on the basis of the result in field investigation.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2008년도 정기총회 및 학술발표대회
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• pp.325-328
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• 2008

After insufficient road facilities are expanded, it is more important to maintain performance of road facilities the time according to passing. When the road facilities are maintained optimally through proper maintenance, the total amount of investment can be minimized and national competitiveness is improved. Individual maintenance research of road facilities such as PMS or BMS was in progress until currently, but it is difficult to joint ownership and share information between systems, and it is impossible to use as the decision-making. Therefore, Asset Management System for road facilities is enforced to solve the inefficiency of existing systems, maintenance the road facilities systematically under the limited budget and get the maximum benefits against the cost from the view point of long-term. In this paper, the concept of Asset Management System explained, and research plan from KICT in order to introduce the Asset Management System of road facilities from 2008 hereafter for 5 years accounted.

• 한국심리학회지 : 문화 및 사회문제
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• 제8권1호
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• pp.61-77
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• 2002

본 연구는 교통주체자인 운전자가 교통안전시설 등을 포함한 도로환경의 자극세트에 대해 어떠한 지각차원과 구성개념을 갖고 있는지를 분석하였다. 이를 위해 특정 자극세트와 관련한 개인의 구성개념을 도출하는데 적합한 통계방법 중의 하나인 Q-방법을 이용하여 위험장면에 대한 운전자의 위험지각 정도를 살펴보았다. 분석결과, 운전자의 위험지각차원은 세 가지 유형-교통참여자의존형, 도로환경의존형, 교통상황의존형-으로 분류할 수 있었다. 그리고 일치항목분석을 통해 운전자의 위험지각에 대한 총 열 개의 공유 구성개념을 확인하였다. 이를 토대로 교통사고분석 및 운전자 교육 등을 포함한 교통안전의 측면에서 그 시사점과 제한점을 논의하였다.

• 한국도로학회논문집
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• 제17권5호
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• pp.47-56
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• 2015

PURPOSES: The purpose of this study is to estimate the impact of variable message signage (VMS) on traffic safety as a function of road curve radius using statistical methods. METHODS: In order to analyze the impact of VMS installations on traffic safety, travel speed, lateral distance, and geometric data relating to road curvature in each study area was acquired and analyzed for the impact of providing VMS information on driver performance and traffic safety using statistical methods including student t-test, Mann-Whitney test, and the Anderson-Darling test for estimating traffic safety hazard zone in each lane. RESULTS: As a result of analyzing driver performance characteristics before and after providing VMS information, it was determined that by providing VMS information, mean travel speed is deceased and vehicles are driven with increased precision, following the centerline in the first and second lanes. Also the results of analyzing traffic safety impacts of VMS indicate that traffic safety performance factors in the first lane of the Gapyeong section can, on average, increase in the left and right side of the lane by 19.22% and 68.98%, respectively, and in the case of the second lane, safety impacts, on average, can increase in both sides by 100%. For the Hongcheon section, traffic safety impacts in the first lane, on average, can increase along the left and right sides of the lane by 32.31% and 47.18%, and within the second lane, traffic safety can be increased along the left and right side of the lane by 10.97% and -0.01%, respectively. CONCLUSIONS: Based on the results of this study, the impact on traffic safety obtained by providing VMS information for road sections with smaller curve radii is greater than can be obtained for road sections with larger curve radii.

• 한국방재학회 논문집
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• 제6권1호
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• pp.29-38
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• 2006

도시지역의 확산과 교통망의 발달로 도로안내표지의 효율적 정보제공이 요구되고 있고 안내체계의 효율성을 증대시킬 수 있는 안내지명의 선정원칙과 안내체계가 절실하다. 따라서 현재 수원시의 도로표지 안내정보의 실태를 파악하고 이용자들이 목적지를 찾아감에 있어 적절한 정보들을 제공받고 있는지 또한 제공된 정보들은 체계적인 연속성을 가지고 있는지 조사하였다. 본 연구에서는 도로이용자가 찾고자하는 한 지점을 중심으로 도로표지판의 안내정보의 적절성과 연계성 및 출현빈도에 관한 조사를 실시하였다. 즉 수원시청을 최종목적지로 하여 주변도시 접경부 안양시, 오산시, 안성시, 용인시, 성남시 등지에서 수원시청까지 6개의 간선도로에 설치된 도로표지판 중 방향예고표지와 방향표지, 시설안내표지등을 분석하였다 그 결과 도로표지규정의 안내지명선정 원칙에 의한 랜드마크나 1등급으로 분류되는 지명들은 상대적으로 찾기가 다소 용이하나 그 외의 이용자가 원하는 지명을 알아내는데 상당히 어려움이 있는 것으로 조사되었다. 이는 안내지명만으로 현 위치를 파악하기가 어렵고 제시된 안내지명이 직진방향에서 만날 수 있는 지명뿐 아니라 좌회전 혹은 우회전을 해야만 만날 수 있는 지명일 경우 방향을 알 수가 없어 비효율적인 정보가 제공되고 있는 것으로 조사되었다. 게다가 선정된 안내지명마저도 출현빈도의 적정성에 문제가 있고, 표지간의 연계가 이루어지고 있지 않아 도로이용자에게 많은 불편을 주고 있는 것으로 조사되었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.600-605
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• 2004

The road construction with horizontal expansion of country using and augmentation of traffic demand is advanced actively and it accompanies hereupon, the above of 70% of the country is formed at the mountain in our country where the hazard cut slope has been created. In this study, It is prepared a effective management countermeasure of cut slope introduced priority investigation decision method against hazard cut slope which is influenced by abnormally rainfall by an unusual change in the weather such as a guerilla rainfall character. In meaning link, It was executed collapse cause by failure character analysis in the cut slope which has failed for the last five years and it is prepared the hazard grade criterion from E to A grade according to collapse cause. It is decided that a maintenance management grade by the hazard grade classification criterion of cut slope. So It is possible to hazard cut slope. It is established failure protection counter countermeasure by effective maintenance management through the hazard grade c1assification criterion and it will be able to dispose to advanced nation level like Hong Kong and Japanese.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2007년도 춘계학술발표회 논문집
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• pp.413-416
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• 2007

To construct road spatial information database, it is the main object of this study that an analysis of road factors and furthermore this is used to the rescue activities in case of urban disasters. When urban disasters such as earthquake or explosion cause fire and collapses people of the affected region happen to evacuate. But only to manage roads and monitor traffic volume, the road data is designed and managed using digital topographic map so it is short that the design of road spatial data to prevent disasters. In this study, we tried to suggest the evaluative factors of evacuation to design database : road width, traffic volume, the fixed or movable obstacles installed, the surrounding environments that dominate the land-use planning, the uses, materials, structures, sizes, and densities of the buildings. Thus, these could provide fundamental data to determine the disasters management planning for evacuation and rescue activities, to evaluate the riskiness, and to draw up hazard information map.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.51-60
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• 2006

At new constructing national road, a cutting slope was surveyed and gotten face mapping for three months. The slope is composed of gray phyllite and coaly slate which is the Chang-ri Formation, Okcheon system. The slope angle is 40 degree and the direction is NNE. The attitude of schistosity is $260^{\circ}/45^{\circ}$. So the slope direction is nearly parallel to the schistosity. This is the reason that the slope is very unstable. On the other hand, the very unstable slope is caused by the direction of the schistosity and the slope. First month the coaly slate was slided through the schistosity plane about 10cm. However, three months late the displacement was 2m maximum.

• 한국방재학회 논문집
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• 제8권3호
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• pp.59-65
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• 2008

본 연구는 도시계획과 도로설계과정에서 재난 재해를 고려하고 이에 대응할 수 있는 모델을 제시하고, 특히 이들 모델을 구성하는 도로, 대피소, 저류지 그리고 피난경로제공시스템 등에 대한 종합적인 검토를 통해 하나의 통합된 시스템으로 기능을 할 수 있도록 하는 것을 목적으로 한다. 그리고 이들 시스템을 도시에 적용하기 위한 주요 과제들에 대해서 논의하고자 한다.

• 한국방재학회 논문집
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• 제4권3호
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• pp.25-31
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• 2004

철도사면은 예상치 못한 연약지반의 존재로 인해 붕괴될 수 있다. 이 연구는 철도사면의 파괴원인을 규명하고 대책공법 적용을 위한 강도정수를 결정하는데 그 목적이 있다. 사면파괴의 원인을 파악하기 위하여 시추조사, 콘관입시험, 현장베인시험 등이 수행되었다. 또한 연약지반의 강도정수를 구하기 위해 불교란상태로 시료를 채취하여 실내시험을 수행하였다. 현장원위치시험 및 실내시험 결과 사면 파괴의 원인은 과압밀점토의 점진적 파괴에 따른 연약지반 강도저하영역의 전파에 기인한 것으로 밝혀졌다.