Datalog Information System을 利用한 道路線形設計 및 安全分析技法
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서지정보
ㆍ발행기관 : 대한교통학회
ㆍ수록지정보 : 대한교통학회지 / 6권 / 1호
ㆍ저자명 : 崔在星
ㆍ저자명 : 崔在星
목차
ABSTRACTⅠ. 序論
Ⅱ. 本論
Ⅲ. 結論
參考文獻
한국어 초록
The Wisconsin Department of Transportation currently has a Datalog Information System which facilitates the collection of geometric characteristics at every 0.01 mile highway section. The objectives of this study are to develop the plan and profile drawing of a highway section utilizing the Datalog Information System and to develop a methodology of investigating the safety aspects associated with the highway section being considered. For this purpose, two of the highway design elements, the minimum stopping sight distance as well as passing sight distance based on the AASHTO requirements, were applied in this study. A computer program was also developed to facilitate the data processing activity.The results from the computer program and from a manual analysis which adopted the identical methodology used in the computer program were in a good agreement. A few discrepancies between the two results were due to the data collection error and they were believed to be negligible.
Using the computerized methodology developed in this study one does not need the plan and profile drawing to investigate the safety of a highway section, which appears to be an essential progress to the Computer Aided Design and Draft in highway engineering field.
영어 초록
The Wisconsin Department of Transportation currently has a Datalog Information System which facilitates the collection of geometric characteristics at every 0.01 mile highway section. The objectives of this study are to develop the plan and profile drawing of a highway section utilizing the Datalog Information System and to develop a methodology of investigating the safety aspects associated with the highway section being considered. For this purpose, two of the highway design elements, the minimum stopping sight distance as well as passing sight distance based on the AASHTO requirements, were applied in this study. A computer program was also developed to facilitate the data processing activity. The results from the computer program and from a manual analysis which adopted the identical methodology used in the computer program were in a good agreement. A few discrepancies between the two results were due to the data collection error and they were believed to be negligible. Using the computerized methodology developed in this study one does not need the plan and profile drawing to investigate the safety of a highway section, which appears to be an essential progress to the Computer Aided Design and Draft in highway engineering field.참고 자료
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