Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
Title Suggestion on the Optimal Length of Long Tunnels Considering Traffic Safety Characteristics
Authors 김중효(Kim, Joong-Hyo) ; 이정환(Lee, Jeong-Hwan) ; 권성대(Kwon, Sung Dae) ; 하동익(Ha, Dong Ik)
DOI https://doi.org/10.12652/Ksce.2014.34.1.0203
Page pp.203-211
ISSN 10156348
Keywords 장대터널;교통안전;교통사고;설계일관성;상관관계분석 Long tunnel;Traffic safety;Traffic accident;Design consistency;Correlation analysis
Abstract In general, design of urban intersections are fundamentally different from rural intersections, but current urban intersection design has been appled to rural standards. This study has suggested the design standard for urban intersection grades based on the existing literature, field investigating and comparative analysis. Moreover, this study analyzes and compares the differences between urban and rural intersections, and intersections have been derived by appropriate design standards after reviewing the domestic and international grades design criteria. Site survey was performed to validate the derived design criteria by analyzing statistically to establish the design standards. Results were produced for the intersection portion grade standards by comparing the number of instructions which produced appropriate slope degree from 2.5% to 3% in normal condition and slope can be extended to 5% in some critical cases. In-situ investigation was performed to validate the produced data where slope was found from 0.0~8.6%. Additional data of accident analysis were also collected for the validation of the suggested data and correlation analysis was performed using the SPSS tool. Data were analyzed statistically using 95% significance level for vehicle-to-vehicle collided, head-on collision accident rates, where accident rates significantly correlated with the grade. Therefore, appropriate grade at the intersection should be designed and applied in order to reduce the number of accidents at the intersection. Finally, appropriate grades for urban intersections are suggested from 1-3% for normal cases and grades could extend up to 5% for unavoidable cases where extra care must be taken when designing.