Factors associated with driver injury severity of motor vehicle crashes on sealed and unsealed pavements:Random parameter model with heterogeneity in means and variances  

作　　者：Ihsan Obaid Ali Alnedawi Ghufraan Mohammed Aboud Reuben Tamakloe Hamsa Zuabidi Subasish Das 

机构地区：[1]School of Civil and Construction Engineering,Oregon State University,Corvallis,OR 97331-3212,United States [2]Roads and Transport Department,College of Engineering,University of Al-Qadisiyah,Iraq [3]Diwan Endowment,Baghdad,Iraq [4]Highway and Transportation Engineering Department,Mustansiriyah University,Baghdad,Iraq [5]Department of Transportation Engineering,The University of Seoul,Seoul 02504,South Korea [6]Texas A&M Transportation Institute,1111 RELLIS Parkway,Bryan,TX 77807,United States

出　　处：《International Journal of Transportation Science and Technology》2023年第2期460-475,共16页交通科学与技术(英文)

摘　　要：The effect of sealed or unsealed road pavements on motorist’s injury severities has not been extensively explored.This study collected a four-year crash dataset(2015–2018)from South Australia to explore this issue.The data shows 3,812 and 1,086 crashes at sealed and unsealed pavement surfaces,respectively,during those years.This study examines the consequence of sealed and unsealed pavements on driver injury severity outcomes of motor vehicle crashes.A mixed logit model was developed by accounting for heterogeneity in means and variances of the random parameters.The variables were distributed among several categories:driver,temporal,spatial,roadway characteristics,crash type,vehicle type,and vehicle movement.Four random parameters were observed in the sealed model,whereas five parameters were in the unsealed one.Moreover,the sealed pavements model showed substantial heterogeneity in means of four of the random parameters,while the unsealed pavements model has some heterogeneity in both means and variances of some of the random parameters.Marginal effect results indicate that two indicator variables have enlarged the likelihood of driver severe injury consequences in sealed,alcohol involvement and posted speed limit>100 km/hr.Additionally,four other significant variables sustain the probability of severe injury outcomes at unsealed pavement like male drivers,middle-aged drivers,rollover crash types,and crashes at straight roads.Based on these variables,various countermeasures were recommended to enhance the safety of both types of pavements.

关 键 词：Road surface type Injury severity Mixed logit model Heterogeneity in mean and variance Random parameter 

分 类 号：U49[交通运输工程—交通运输规划与管理]