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      Impact of Combined Alignments and Different Weather Conditions on Vehicle Rollovers

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      https://www.riss.kr/link?id=A108002382

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      다국어 초록 (Multilingual Abstract)

      Combined horizontal and vertical alignments are frequently utilized in mountainous interstates in Wyoming. These challenging terrain conditions, coupled with adverse weather conditions, affect vehicle stability and may lead to hazards. There is a dear...

      Combined horizontal and vertical alignments are frequently utilized in mountainous interstates in Wyoming. These challenging terrain conditions, coupled with adverse weather conditions, affect vehicle stability and may lead to hazards. There is a dearth of research on systematically examining the effects of different combined alignments on safety in terms of rollover propensity including their interactions. Researchers resorted to observational methods that inhibited the control of key variables. Instead, vehicle dynamics simulation modeling was employed to investigate the rollover propensity of vehicles navigating curves of varying geometric design and environmental characteristics. Instead of simulating the full range of curve geometries throughout this study, we considered the most critical curves that were identified as areas of concern. A multinomial regression model was then developed to further quantify the impact of several key factors in terms of roll stability. Results show that: 1) tight degrees of curvature and steep downgrades raised the lateral acceleration and, with higher operating speeds, the impact was more critical. 2) Compared to passenger cars and sports utility vehicles (SUVs), the highest lateral acceleration was acting on semi-trailer trucks. Moreover, SUVs and semi-trailer trucks decrease the rollover margins compared to passenger cars by 0.144 and 0.158 respectively. The study provides new insights regarding the impact of various interactions between the factors, particularly when applying brakes. The study provides a safety assessment for curves’ speed limits that could assist Wyoming Department of Transportation (WYDOT) in assigning appropriate speed limits. To the best of the authors’ knowledge, no previous studies were conducted to investigate these impacts for combined curves. This study is beneficial to transportation agencies in Wyoming and all other locations that are characterized by mountainous terrain since hazardous sections, having combined horizontal and vertical curves, were identified. Also, situations that require additional attention from law enforcement agencies are pinpointed.

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      참고문헌 (Reference)

      1 Train KE, "Valuing the environment using recreation demand models" Elgar Press 1997

      2 Dilich MA, "Triodyne safety bulletin" Triodyne Inc 1997

      3 USDOT, "Traffic safety facts, 2012 data: Truck"

      4 Ghandour R, "Tire/road friction coefficient estimation applied to road safety" 1485-1490, 2010

      5 Ervin RD, "The influence of size and weight variables on the roll stability of heavy duty trucks" 629-654, 1983

      6 Wang X, "The influence of combined alignments on lateral acceleration on mountainous freeways : A driving simulator study" 76 : 110-117, 2015

      7 Ali Abdi Kordani ; Amirarsalan Mehrara Molan, "The Effect of Combined Horizontal Curve and Longitudinal Grade on Side Friction Factors" 대한토목학회 19 (19): 303-310, 2015

      8 Bonneson JA, "Superelevation distribution methods and transition designs" TRB, National Research Council 2000

      9 Torbic DJ, "Superelevation criteria for sharp horizontal curves on steep grades" Transportation Research Board of the National Academies 2014

      10 Peters SC, "Stability measurement of high-speed vehicles" 47 (47): 701-720, 2009

      1 Train KE, "Valuing the environment using recreation demand models" Elgar Press 1997

      2 Dilich MA, "Triodyne safety bulletin" Triodyne Inc 1997

      3 USDOT, "Traffic safety facts, 2012 data: Truck"

      4 Ghandour R, "Tire/road friction coefficient estimation applied to road safety" 1485-1490, 2010

      5 Ervin RD, "The influence of size and weight variables on the roll stability of heavy duty trucks" 629-654, 1983

      6 Wang X, "The influence of combined alignments on lateral acceleration on mountainous freeways : A driving simulator study" 76 : 110-117, 2015

      7 Ali Abdi Kordani ; Amirarsalan Mehrara Molan, "The Effect of Combined Horizontal Curve and Longitudinal Grade on Side Friction Factors" 대한토목학회 19 (19): 303-310, 2015

      8 Bonneson JA, "Superelevation distribution methods and transition designs" TRB, National Research Council 2000

      9 Torbic DJ, "Superelevation criteria for sharp horizontal curves on steep grades" Transportation Research Board of the National Academies 2014

      10 Peters SC, "Stability measurement of high-speed vehicles" 47 (47): 701-720, 2009

      11 MacAdam CC, "Side friction for superelevation on horizontal curves" The University of Michigan Transportation Research Institute 1985

      12 Bauer K, "Safety effects of horizontal curve and grade combinations on rural two-lane highways" 2398 : 37-49, 2013

      13 Khattak AJ, "Risk factors in large truck rollovers and injury severity : Analysis of single-vehicle collisions" 2003

      14 Harwood DW, "Review of truck characteristics as factors in roadway design (Vol. 505)" Transportation Research Board 2003

      15 You K, "Reliability-based risk analysis of roadway horizontal curves" 138 (138): 1071-1081, 2012

      16 Pablo Cruz-Marabolí ; Tomás Echaveguren, "Reliability-Based Estimation of Heavy Vehicle Rollover Probability on Two-Lane Highways" 대한토목학회 23 (23): 4898-4909, 2019

      17 Dhillon B, "Reliability, quality, and safety for engineers" CRC Press 1-37, 2004

      18 Zador P, "Relationship between vertical and horizontal roadway alignments and the incidence of fatal rollover crashes in New Mexico and Georgia" 1111 : 27-42, 1987

      19 Dabbour E, "Radius requirements for reverse horizontal curves on three-dimensional alignments" 130 (130): 610-620, 2004

      20 Bhat CR, "Quasi-random maximum simulated likelihood estimation of the mixed multinomial logit model" 35 (35): 677-693, 2001

      21 Molan AM, "Proposing new speed limit in mountainous areas considering the effect of longitudinal grades, vehicle characteristics, and the weather condition" University of Wyoming 2018

      22 Dhahir B, "Probabilistic, safety-explicit design of horizontal curves on two-lane rural highways based on reliability analysis of naturalistic driving data" 123 : 200-210, 2019

      23 Montella A, "Prediction of drivers’ speed behavior on rural motorways based on an instrumented vehicle study" 2434 (2434): 52-62, 2014

      24 Yu R, "Multi-level Bayesian analyses for single-and multi-vehicle freeway crashes" 58 : 97-105, 2013

      25 Molan AM, "Multi-body simulation modeling of vehicle skidding and roll over for horizontal curves on longitudinal grades" 2014

      26 Qu G, "Modeling of lateral stability of tractor-semitrailer on combined alignments of freeway" 2018 : 2018

      27 Ma X, "Modeling crash rates for a mountainous highway by using refined-scale panel data" 2515 (2515): 10-16, 2015

      28 Xu J, "Method for horizontal geometry design of mountainous roads based on trajectory-speed cooperative control" 26 (26): 43-56, 2013

      29 Ritzinger A, "Mapping truck rollover risk"

      30 Yu H, "Integration of look-ahead multicast and unicast scheduling for input-queued cell switches" 2012

      31 Psarianos B, "Influence of vehicle parameters on horizontal curve design of rural highways" 22 : 1-10, 1998

      32 Alrejjal A, "Impact of mountainous interstate alignments and truck configurations on rollover propensity" 11 : 012-, 2021

      33 Alrejjal A, "Impact of crosswinds and truck weight on rollover propensity when negotiating combined curves" 2021

      34 Chen Y, "Impact of combined alignments on lane departure : A simulator study for mountainous freeways" 86 : 346-359, 2018

      35 Krammes RA, "Horizontal alignmentdesign consistency for rural two-lane highways" Federal Highway Administration 1995

      36 Lamm R, "Highway design and traffic safety engineering handbook" McGraw-Hill 1999

      37 Gillespie TD, "Fundamental of vehicle dynamics" Society of Automotive Engineers 1992

      38 Alrejjal A, "Evaluating the effectiveness of law enforcement in reducing truck crashes for a rural mountainousfreeway in Wyoming" 2021

      39 Easa S, "Establishing design guidelines for compound horizontal curves on three-dimensional alignments" 32 (32): 615-626, 2005

      40 Bella F, "Effects of combined curves on driver’s speed behavior : Driving simulator study" 3 : 100-108, 2014

      41 Aram A, "Effective safety factors on horizontal curves of two-lane highways" 10 (10): 2814-2822, 2010

      42 Hanno D, "Effect of the combination of horizontal and vertical alignments on road safety" University of British Columbia 2004

      43 Shankar V, "Effect of roadway geometrics and environmental factors on rural freeway accident frequencies" 27 (27): 371-389, 1995

      44 Greene WH, "Econometric analysis" Pearson Education India 2003

      45 Abdi A, "Dynamic modelling of the effects of combined horizontal and vertical curves on side friction factor and lateral acceleration" 471 (471): 2019

      46 Varunjikar T, "Design of horizontal curves with downgrades using low-order vehicle dynamics models" The Pennsylvania State University 2011

      47 Wang X, "Combined alignment effects on deceleration and acceleration : A driving simulator study" 104 : 172-183, 2019

      48 Corporation MS, "CarSim"

      49 Kordani AA, "Analyzing the influence of coinciding horizontal curves and vertical sag curves on side friction factor and lateral acceleration using simulation modeling" 2015

      50 McKnight AJ, "Analysis of large truck rollover crashes" 10 (10): 421-426, 2009

      51 Furtado G, "A vehicle stability on combined horizontal and vertical alignments" 2002

      52 AASHTO, "A policy on geometric design of highways and streets, 6th edition" AASHTO 2011

      53 Alrejjal A, "A correlated random parameters approach to investigate large truck rollover crashes on mountainous interstates" 159 : 106233-, 2021

      54 Rusli R, "A comparison of road traffic crashes along mountainous and non-mountainous roads in Sabah, Malaysia" 2015

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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