Analyzing the Risk Factors of Traffic Accident Severity Using a Combination of Random Forest and Association Rules
Abstract
:1. Introduction
2. Materials and Methods
2.1. Data
2.2. Random Forest
- (1)
- n_estimators: This is the number of decision trees in the random forest, i.e., the number of base evaluators. Theoretically, more trees create better model, but it is also more likely for models with more trees to encounter problems such as model overfitting and long model computation time. Hence, a reasonable number of decision trees will often achieve good results;
- (2)
- max_depth: this parameter indicates the maximum tree depth. When the decision tree splits and reaches the depth set by this parameter, it will stop splitting, i.e., branches exceeding max_depth will be cut off;
- (3)
- max_features: this parameter reflects the number of features to be randomly selected by each base evaluator in the random forest when generating the tree, and its default value is the squared-off integer of the total number of features in the dataset;
- (4)
- min_samples_leaf: in the decision tree splitting process, if the number of samples in a child node generated by a node after splitting is less than this value, the node will not be split;
- (5)
- min_samples_split: if the number of samples in a node is less than this value, the node is a leaf node and will not be split.
- Step 1:
- For a given sample set N consisting of X1, X2, ..., Xk, construct a set of random vectors N1, N2, ..., NT through T random repeatable samples.
- Step 2:
- Construct a decision tree based on each random vector Nt.
- Step 3:
- Repeat steps 1 and 2 to obtain T decision trees.
- Step 4:
- Use the obtained T decision trees to vote on the input variables Xk.
- Step 5:
- Calculate all the votes and find out the value with the highest number of votes among all the predictions as the classification label of the input variable Xk. When generating each decision tree, calculate the out-of-bag error rate, denoted as EOOB1, and at the same time, after adding random noise for feature Xk, calculate the value again, denoted as EOOB2, then the importance of feature Xk is:
2.3. SHAP (Shapley Additive Explanations)
2.4. Association Rules
3. Results and Discussion
3.1. Feature Importance Ranking
- (1)
- For the mode of transport, vulnerable road users are transported on foot, by bicycle (including tricycles and e-bikes), and by motorbike. The aggregation in the image shows that motorbike driving has a higher number of accidents and a positive SHAP value, which corresponds to a higher probability of fatal accidents. At the same time, motor vehicle drivers drive motorcars, minivans, large passenger trucks, or other models. Although more drivers were on the road in minibuses, vehicle type significantly affected fatal accidents when the at-fault driver’s mode of transport was a minivan or large passenger truck than when the at-fault driver was driving a motor vehicle.
- (2)
- The regional division of the location of the accident point (0 for urban, 1 for peri-urban, and 2 for far-urban), for both vulnerable road user or motor vehicle driver primary responsibility accidents showed that the urban area hurt the severity of the accident, and the far-urban area had a positive effect on it. That may be related to differences in design standards between urban and rural roads. Through the understanding of Shenyang’s urban development, the main urban and peri-urban areas have a higher level of economic development than the far suburban areas, with a relatively high level of infrastructure protection, and thus are more inclined to have minor accidents. However, more non-serious crashes occur on urban roads. The risk of death is higher on rural roads, the same conclusion also obtained by Cabrera-Arnau et al. [29].
- (3)
- For road types, it can be seen that lower eigenvalues have more significant accident aggregation and hurt accident severity. As its eigenvalue increases, it positively affects accident severity. In other words, more accidents occur on trunk roads or low-grade roads, but their severity is usually lower. In contrast, urban motor and expressway accidents are usually more severe, the same as the results obtained in previous studies from Goswamy et al. [30].
- (4)
- For seasons, the severity of traffic accidents with vulnerable road user at-fault corresponds to several eigenvalues. Samples with positive SHAP values are mainly composed of red and pink dots, indicating accidents in autumn and winter are usually more severe. Shenyang has a long winter with low temperatures and heavy snowfall lasting from November to March, resulting in icy roads and reduced visibility that leads to more severe traffic accidents.
- (5)
- As the second most important feature, the higher the value of restaurant and shopping POI density (exceeding 50 pcs/km2), the lower the probability of a fatal accident. The same pattern is observed for life service POI density. This indicates that drivers are more likely to concentrate and drive their vehicles cautiously in densely populated areas.
- (6)
- For the vulnerable road user, the age of the driver and the setting of physical separation of the road are equally important, whereas road speed limits and the density of the road network have essential influences on traffic accidents with motor vehicle drivers at-fault.
3.2. Association Rules
4. Conclusions
- (1)
- Descriptive statistical analysis and classification of variables were performed on the dataset, and the importance of 24 characteristic factors was assessed using RF-SHAP. The results show that for accidents in the vulnerable road user category, factors such as area division, restaurant and shopping POI density, life service POI density, cause of accident and traffic mode exert a key influence on accident severity. For accidents in the motor vehicle driver group, factors such as mode of transport, the density of restaurant and shopping POIs, zoning, season, road speed limit, and type of collision significantly influence the fatality of traffic accidents.
- (2)
- This paper focuses on the first ten characteristic variables for the critical influencing factors under the dual perspective of accidents. The Apriori algorithm was used to delve into the mechanism of multi-factor interactions in fatal accidents. Our results show that most combinations of the factors that occur contain Service and Shopping POI density features. Therefore, it is essential to pay more attention to the vital influence of the built environment around the accident site on fatal accidents and to increase the planning and management of land use to propose more detailed measures.
- (3)
- Areas with High POI density are more common in urban regions, with more non-motorized vehicles and pedestrians. Isolation between motor and non-motor vehicles on high-grade road sections, enhanced management of the road speed limits, and clarifications on the right of way can reduce the likelihood of fatal accidents. For suburban roads, fewer pedestrians and non-motorized vehicles make it easier for drivers to increase their speed and relax their vigilance whilst driving. Therefore, reducing speed limits on roads with high accident rates, and increase efforts on reminding motorbike and electric bike riders to wear helmets can prevent fatal accidents.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
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Variable Type | Variable | Description | Description | Proportion (%) |
---|---|---|---|---|
Dependent Variables | Crash Injury levels | The severity of a crash based on the most severe injury to any person involved in the crash. | 0 = Non-fatal | 60.4% |
1 = Fatal | 39.6% | |||
Crash Attributes at Fault | Gender of driver | The sex of person involved in a crash. | 0 = Male | 89.3% |
1 = Female | 10.7% | |||
Age of driver | The age of driver involved in a crash. If it not available, the approximate age. | 0 ≤ 25 years | 8.8% | |
1 = 26–45 years | 56.7% | |||
2 = 46–60 years | 26.7% | |||
3 > 60 years | 7.9% | |||
Driving experience | The number of years a driver has been licensed to drive | 0 = 0–6 years | 45.4% | |
1 = 7–16 years | 36.8% | |||
2 > 16 years | 17.8% | |||
Liability | The liability of driver in the accident is determined | 0 = Full Liability | 47.7% | |
1 = Primary Liability | 29.2% | |||
2 =Equal Liability | 23.1% | |||
Travel mode | The type of vehicle by the driver | 0 = Pedestrian | 1.0% | |
1 = Non-Motorized Vehicle | 12.0% | |||
2 = Motorcycle | 6.8% | |||
3 = Motorcar | 55.0% | |||
4 = Buggy | 7.4% | |||
5 = Large Passenger Truck. | 16.5% | |||
6 = Other | 1.2% | |||
Infrastructure Attributes | Cause of Accident | The cause of the accident (these data are generally determined by the police at the time of the accident determination) | 0 = Improper operation of the driver | 11.0% |
1 = Overspeed or overloading | 5.8% | |||
2 = Drunk or fatigued driving | 9.3% | |||
3 = Failure to give way as required | 9.4% | |||
4 = Hit-and-run | 1.4% | |||
5 = Failure to follow signal instructions | 4.0% | |||
6 = Other violations | 59.1% | |||
Collision Type | The types of participants in accident. | 0 = Single vehicle accident | 6.8% | |
1 = Person-vehicle accident | 25.1% | |||
2 = Vehicle-vehicle accident | 68.2% | |||
Position | The location of the road cross-section of the accident. | 0 = Non-motor vehicle lane | 5.6% | |
1 = Motor vehicle lane | 72.0% | |||
2 = Mixed lane of motor vehicles and non-motor vehicles | 13.9% | |||
3 = Other | 8.5% | |||
Crossing or not | Whether the accident occurred in intersections. | 0 = No | 65.4% | |
1 = Yes | 34.6% | |||
Functional Zone | Indicates if the crash occurred within a municipality (Urban) or in a Rural location. | 0 = Urban District | 57.1% | |
1 = Suburban District | 25.8% | |||
2 = Rural District | 17.1% | |||
Road Attributes | Road Type | Route class of the On Road | 0 = Other | 5.0% |
1 = Trunk Road | 67.7% | |||
2 = Secondary and Tertiary Roads | 13.8% | |||
3 = Primary Roads and Highways. | 8.0% | |||
4 = Urban Expressways | 5.5% | |||
Speed Limit | Authorized speed limit for the vehicle at the time of the crash. (km/h) | 0 ≤ 20 km/h | 37.9% | |
1 = 20–40 km/h | 41.8% | |||
2 = 40–60 km/h | 10.3% | |||
3 = 60–80 km/h | 8.4% | |||
4 ≥ 80 km/h | 1.6% | |||
Physical Isolation | The type of physical isolation facilities set up at the point of accident. | 0 = No Isolation | 68.9% | |
1 = Isolation Only Between Motor and Non-motor Vehicle | 2.3% | |||
2 = Only Central Isolation | 22.7% | |||
3 = Full Isolation | 6.1% | |||
Environmental and Time Attributes | Weekday or not | Whether the accident occurred on a weekday. | 0 = No | 39.4% |
1 = Yes | 60.6% | |||
Rush Hour or not | Whether the accident occurred during rush hour. (Peak hours are set from 7:00–9:00; 17:00–19:00) | 0 = No | 65.3% | |
1 = Yes (7:00–9:00; 17:00–19:00) | 34.7% | |||
Night Time or not | Whether the accident occurred at night. | 0 = No | 80.1% | |
1 = Yes | 19.9% | |||
Extreme Temperatures | Whether the temperature is higher than 30 ℃ or lower than 0 ℃ on the day of the accident | 0 = No (0–30 ℃) | 78.2% | |
1 = Yes (<0 ℃ or >30 ℃) | 24.4% | |||
Season | The season in which the accident occurred. (Due to the special geographical location of Shenyang, spring and autumn are shorter, while winter is longer) | 0 = Spring (4–5) | 26.5% | |
1 = Summer (6–8) | 29.5% | |||
2 = Autumn (9–10) | 8.9% | |||
3 = Winter (1–3; 11–12) | 35.1% | |||
Weather | The general atmospheric conditions that existed at the time of a crash. | 0 = Sunny | 90.8% | |
1 = Cloudy | 4.4% | |||
2 = Rain | 4.1% | |||
3 = Fog | 0.1% | |||
4 = Snow | 0.6% | |||
Network Density | The density of road network in the buffer zone (km/km2) | 0 ≤ 10 km/km2 | 75.0% | |
1 = 10–20 km/km2 | 23.9% | |||
2 > 20 km/km2 | 1.1% | |||
Shopping-POI | The density of restaurant and shopping centers in the buffer zone (pcs/km2) | 0 ≤ 50 pcs/km2 | 43.0% | |
1 = 50–500 pcs/km2 | 41.9% | |||
2 > 500 pcs/km2 | 15.1% | |||
Education-POI | The density of scientific, educational and cultural facilities in the buffer zone (pcs/km2) | 0 ≤ 50 pcs/km2 | 80.2% | |
1 = 50–500 pcs/km2 | 19.8% | |||
2 > 500 pcs/km2 | 0.0% | |||
Commercial-POI | The density of commercial and residential facilities in the buffer zone (pcs/km2) | 0 ≤ 50 pcs/km2 | 97.2% | |
1 = 50–500 pcs/km2 | 2.8% | |||
2 > 500 pcs/km2 | 0.0% | |||
Service-POI | The density of living service in the buffer zone (pcs/km2) | 0 ≤ 50 pcs/km2 | 57.5% | |
1 = 50–500 pcs/km2 | 42.4% | |||
2 > 500 pcs/km2 | 0.1% |
No. | head_set | tail_set | Support | Confidence | Lift |
---|---|---|---|---|---|
(a) vulnerable road user | |||||
1 | [‘Physical Isolation is Only Central Isolation’] | [‘Functional Zone is Urban District’] | 0.132 | 0.857 | 2.199 |
2 | [‘Service-POI is 50–500 pcs/km2’] | [‘Road Type is Trunk Road’] | 0.199 | 0.9 | 1.827 |
3 | [‘Physical Isolation is Only Central Isolation’] | [‘Road Type is Trunk Road’] | 0.132 | 0.857 | 1.74 |
4 | [‘Collision Type is Single vehicle accident’] | [‘Road Type is Trunk Road’] | 0.125 | 0.85 | 1.725 |
5 | [‘Functional Zone is Urban District’] | [‘Road Type is Trunk Road’] | 0.316 | 0.811 | 1.647 |
(b) motor vehicle driver | |||||
1 | [‘Road Type is Secondary and Tertiary Roads’] | [‘Shopping-POI is ≤50 pcs/km2’] | 0.145 | 0.892 | 2.022 |
2 | [‘Functional Zone is Rural District’] | [‘Shopping-POI is ≤50 pcs/km2’] | 0.185 | 0.851 | 1.927 |
3 | [‘Road Type is Secondary and Tertiary Roads’] | [‘Service-POI is ≤50 pcs/km2’] | 0.157 | 0.969 | 1.633 |
4 | [‘Functional Zone is Rural District’] | [‘Service-POI is ≤50 pcs/km2’] | 0.195 | 0.897 | 1.511 |
No. | head_set | tail_set | Support | Confidence | Lift |
---|---|---|---|---|---|
(a) vulnerable road user | |||||
1 | [‘Collision Type is Vehicle-vehicle accident’ and ‘Shopping-POI is >500 pcs/km2’] | [‘Service-POI is 50–500 pcs/km2’] | 0.122 | 1 | 2.46 |
2 | [‘Functional Zone is Urban District’ and ‘Shopping-POI is >500 pcs/km2’] | [‘Service-POI is 50–500 pcs/km2’] | 0.115 | 1 | 2.46 |
3 | [‘Shopping-POI is >500 pcs/km2’and ‘Road Type is Trunk Road’] | [‘Service-POI is 50–500 pcs/km2’] | 0.15 | 1 | 2.46 |
4 | [‘Traffic Mode is Non-Motorized Vehicle’ and ‘Shopping-POI is > 500 pcs/km2’] | [‘Service-POI is 50–500 pcs/km2’] | 0.11 | 1 | 2.46 |
5 | [‘Functional Zone is Rural District’ and ‘Service-POI is ≤50 pcs/km2’] | [‘Shopping-POI is ≤50 pcs/km2’] | 0.185 | 0.949 | 2.149 |
6 | [‘Road Type is Secondary and Tertiary Roads’ and ‘Service-POI is ≤50 pcs/km2’] | [‘Shopping-POI is ≤50 pcs/km2’] | 0.145 | 0.921 | 2.086 |
7 | [‘Traffic Mode is Motorcycle’ and ‘Functional Zone is Rural District’] | [‘Shopping-POI is ≤50 pcs/km2’] | 0.12 | 0.906 | 2.052 |
8 | [‘Physical Isolation is No Isolation’ and ‘Road Type is Secondary and Tertiary Roads’] | [‘Shopping-POI is ≤50 pcs/km2’] | 0.145 | 0.892 | 2.022 |
(b) motor vehicle driver | |||||
1 | [‘Traffic Mode is Motorcar’ and ‘Shopping-POI is >500 pcs/km2’] | [‘Service-POI is 50–500 pcs/km2’] | 0.109 | 0.994 | 2.323 |
2 | [‘Road Type is Trunk Road’ and ‘Shopping-POI is >500 pcs/km2’] | [‘Service-POI is 50–500 pcs/km2’] | 0.141 | 0.991 | 2.315 |
3 | [‘Functional Zone is Urban District’ and ‘Shopping-POI is >500 pcs/km2’] | [‘Service-POI is 50–500 pcs/km2’] | 0.126 | 0.99 | 2.313 |
4 | [‘Functional Zone is Rural District’ and ‘Service-POI is ≤50 pcs/km2’] | [‘Shopping-POI is ≤50 pcs/km2’] | 0.13 | 0.934 | 2.187 |
5 | [‘Service-POI is ≤50 pcs/km2’ and ‘Road Type is Secondary and Tertiary Roads’] | [‘Shopping-POI is ≤50 pcs/km2’] | 0.112 | 0.879 | 2.06 |
6 | [‘Road Type is Secondary and Tertiary Roads’ and ‘Network is ≤10 km/km2’] | [‘Shopping-POI is ≤50 pcs/km2’] | 0.11 | 0.861 | 2.016 |
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Wang, J.; Ma, S.; Jiao, P.; Ji, L.; Sun, X.; Lu, H. Analyzing the Risk Factors of Traffic Accident Severity Using a Combination of Random Forest and Association Rules. Appl. Sci. 2023, 13, 8559. https://doi.org/10.3390/app13148559
Wang J, Ma S, Jiao P, Ji L, Sun X, Lu H. Analyzing the Risk Factors of Traffic Accident Severity Using a Combination of Random Forest and Association Rules. Applied Sciences. 2023; 13(14):8559. https://doi.org/10.3390/app13148559
Chicago/Turabian StyleWang, Jianyu, Shuo Ma, Pengpeng Jiao, Lanxin Ji, Xu Sun, and Huapu Lu. 2023. "Analyzing the Risk Factors of Traffic Accident Severity Using a Combination of Random Forest and Association Rules" Applied Sciences 13, no. 14: 8559. https://doi.org/10.3390/app13148559
APA StyleWang, J., Ma, S., Jiao, P., Ji, L., Sun, X., & Lu, H. (2023). Analyzing the Risk Factors of Traffic Accident Severity Using a Combination of Random Forest and Association Rules. Applied Sciences, 13(14), 8559. https://doi.org/10.3390/app13148559