Calibrating Road Design Guides Using Risk-Based Reliability Analysis

被引:40
作者
Hussein, Mohamed [1 ]
Sayed, Tarek [1 ]
Ismail, Karim [2 ]
Van Espen, Adinda [1 ]
机构
[1] Univ British Columbia, Dept Civil Engn, Vancouver, BC V6T 1Z4, Canada
[2] Carleton Univ, Dept Civil & Environm Engn, Ottawa, ON K1S 5B6, Canada
关键词
Reliability analysis; Design guide calibration; SIGHT DISTANCE; OPTIMIZATION; METHODOLOGY; UNCERTAINTY;
D O I
10.1061/(ASCE)TE.1943-5436.0000694
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Existing geometric design guides provide deterministic design criteria for highway elements that ignore the uncertainty associated with many design parameters. Reliability analysis has been advocated as an approach to account for this uncertainty and to evaluate the risk associated with a particular design feature. This paper discusses one important application of reliability analysis: the calibration of geometric design models to yield consistent safety (risk) levels. The paper provides calibrated design charts for the middle ordinate M, defined as the lateral distance between edge of median barriers and centerline of the adjacent traffic lane, at different probability of noncompliance levels. The results show that the calibrated values ofM are generally lower than those derived from the AASHTO design guide. The calibrated design charts can offer designers dealing with highways with constricted right-of-way an option to use lower middle ordinate values and enable them to estimate the safety consequences of their decisions. Overall, the calibrated charts can aid the decision maker in determining the safety implications of deviating from geometric design standards and quantifying the safety level built in design values that are deemed acceptable. (C) 2014 American Society of Civil Engineers.
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页数:6
相关论文
共 22 条
[1]  
AASHTO, 2018, A Policy on Geometric Design of Highways and Streets
[2]  
[Anonymous], 1999, GEOM DES GUID CAN RO
[3]  
Easa SM, 2000, TRANSPORT RES REC, P42
[4]  
El Khoury J, 2007, COMPUT-AIDED CIV INF, V22, P347
[5]  
Faghri A., 1988, RELIABILITY RISK ASS, V1160, P45
[6]  
Fambro D., 1997, DETERMINATION STOPIN
[7]  
FITZPATRICK K, 2001, NCHRP SYNTHESIS, V299
[8]  
Haukaas T., 2011, CIVIL 518 RELIABILIT
[9]   Methodology for safety optimization of highway cross-sections for horizontal curves with restricted sight distance [J].
Ibrahim, Shewkar E. ;
Sayed, Tarek ;
Ismail, Karim .
ACCIDENT ANALYSIS AND PREVENTION, 2012, 49 :476-485
[10]   Developing safety performance functions incorporating reliability-based risk measures [J].
Ibrahim, Shewkar El-Bassiouni ;
Sayed, Tarek .
ACCIDENT ANALYSIS AND PREVENTION, 2011, 43 (06) :2153-2159