Chapter
Apr 26, 2012
ISM Model of Factors Influencing Traffic Safety at Expressway Work Zone
Authors: Biao Wu [email protected], Hongguo Xu [email protected], and Wenhui Zhang [email protected]Author Affiliations
Publication: ICCTP 2010: Integrated Transportation Systems: Green, Intelligent, Reliable
Abstract
As a dangerous area of expressways, work zones are home to traffic congestion and various traffic incidents frequently occur due to the complicated traffic status. According to the vehicles' driving characteristics in expressway work zones and a literature review, 23 factors on expressway work zone safety are selected from the aspects of driver, vehicle, road and traffic environment. Based on finding out the direct and indirect relations among these factors, a multilevel step-up structural model on factors involved in the traffic safety of expressway work zones is developed using the interpretative structural modeling (ISM) method. In terms of the results of this hierarchical modeling, the key factors contributing to expressway work zone safety are presented and relevant suggestions are put forward to provide a scientific reference for construction organization, traffic control and environment improvement at expressway work zones.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
Authors
Affiliations
College of Transportation, Jilin University, Changchun 130025, China; and School of Automobile and Traffic Engineering, Heilongjiang Institute of Technology, Harbin 150050, China.E-mail: [email protected]
College of Transportation, Jilin University, Changchun 130025, China.E-mail: [email protected]
College of Transportation, Jilin University, Changchun 130025, China; and Traffic College, North East Forestry University, Harbin 150040, China.E-mail: [email protected]
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.