Review Article

Simulation Strategies for Mixed Traffic Conditions: A Review of Car-Following Models and Simulation Frameworks

Table 3

Outline of car-following models.

Car-following modelType of vehicles consideredType of studyParametersSimulation frameworkFinal outputReference

GHR modelCars, trucksA single-lane model consisting of acceleration and deceleration responsesDifferent pairs of leader-follower C-C, T-C, C-TEstimation of speed, relative speed, space headway parametersSiuhi and Kaseko [32]
HMV, LMV, 2WDetermination of leader vehicle:
(i) Front vehicle
(ii) Staggered right
vehicle
(iii) Staggered left vehicle
(i) Space headway, overlap in lateral direction, type of vehicle, relative velocity
(ii) Nine vehicle pairs for acceleration and deceleration responses
Estimation of deceleration rates between different vehicle pairs, acceleration function of all vehicle typesChoudhury and Islam [33]

Safe distance modelCarsStaggered car-following considering right front leader vehicleLateral separation, frictional clearance, veering distance, maximum escape speedC++Speed, flow, density diagrams, space-time trajectoriesGunay [37]; Gunay [38]
Staggered car-following homogeneous model(i) Frictional clearance directly depends on escape speed
(ii) Frictional clearance decreases with an increase in safe following distance
MatlabSpace-time diagrams for different FC, CSXu [39]
3W, trucks, busesAbrupt direction changes in staggered car followingLateral clearances, maximum lateral speed of FVAIMSUN simulatorComparison of vehicle countsLenorzer et al. [41]
Gipps’s model of various leader-subject vehicle typesDriver reaction time, acceleration, desired speed of FV, size of leader vehicleCFlow-speed diagrams for various vehicle pairsRavishankar and Mathew [40]

Optimal velocity modelCarsFront left and angled car-followingLateral headway, visual anglesNumerical simulationHeadway, velocity differences, lateral separation parameter, space-time trajectoriesJin et al. [52]; Zheng et al. [81]
Right-hand staggered car followingVisible angle, gap maintenance angle, time-to-collisionSpeed and headway variation with timeJin et al. [53]
Angled car-following front, left, and right leadersTwo-sided lateral separationDistance between cars at different time stepsLi et al. [97]
Staggered car-following two leadersLateral headway, escape corridorVehicle gap, velocity variations with timeHe et al. [98]

Potential field approachMixed trafficComprehensive model:
(i) Car-following
(ii) Two-way traffic
(iii) Passing and overtaking
Lane widths, lane markings, influence of road edges, the influence of obstaclesNumerical modelPositions of slow-moving vehicles at different time steps; maximum lateral deviation, speed; speed-time and headway-time trajectoriesChakraborty et al. [83]

Strip-based approachMixed trafficContinuous movement in lateral direction instead of lane-changing(i) Division of road into tiny strips
(ii) Safe speeds on surrounding and current strips
SiMTraM, SUMOSpeed-density relationships and capacities are assessedMathew et al. [89]